Loading...
WS-10-182Inspection Number: INSP- 150568 Permit Number: WS -2 -10 -182 Scheduled Inspection Date: September 01, 2010 Inspector: Bruhn, Norman Owner: BURROWS, KRISTINA Job Address: 308 NE 99 Street Project: <NONE> Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments August 31, 2010 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/758 -9868 Parcel Number 1132060135590 Phone: (305)341 -5663 replacemetn window 5 and french door 1 impact Passed �� 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- 150374. CREATED AS REINSPECTION FOR INSP- 148353. CREATED AS REINSPECTION FOR INSP- 134839. No permit and no plans NB Same comments NB SAME COMMENTS AS LAST INSPECTION. NB 8/30/2010 Page 26 of 38 Na Ins e f it YLZ.: Name: l?'�► EARS HOME IMPROVEMENT PRODUCTS, INC. 1024 Florida Central Parkway Longwood, FL 32750 Phone: 407 -551 -6000 a) Street Address: 2. General description of improvements: 3. Owner Information a) Name and address: KoA D E t NOTICE OF COMMENCEMENT Permit No. Tax Folio No. /1 D'I -- THE UNDERSIGNED hereby gives, informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description:) /4 (AAA ( etfaliE cce L t 41,40. uukeg.) GM �- .'�'*! , 414 111111111111111111 1111111111111111111 11111111 CFN 2010R0088846 OR Bk 27177 Ps 17691 tips) RECORDED 02/09/2010 11:22:30 HARVEY RUVINr CLERK OF COURT MI AMI -DADE COUNTY, FLORIDA LAST PAGE 308 &,le 99 £ -rn -r 14,, 331 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property: 4- t/ - 4. Contractor Information: a) Name and address: SEARS HOME IMPROVEMENT PRODUCTS. INC. 1024 FLORIDA CENTRAL PARKWAY, LONGWOOD. FL 32750 b) Telephone No: 407 -551 -6000 Fax No. (Opt.) 407 - 767 -8536 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: DA, e the Phone No.: �e "�.� ":r . ir,c :;�6�1i • 7. Identity of person within the State of Florida designated by o �� ` 'o a) Name and address:�%�► y a _. r b) Telephone No.: .. °3 C" •° __. 8. In addition to himself, owner designates the following - parko `• -� e`, �•; • � �'' � 's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified:) This Ins ent Pre are b3� Name: f+ l lit '( 1(�Z• EARS HOME IMPROVEMENT PRODUCTS, INC. 1024 Florida Central Parkway Longwood, FL 32750 Phone: 407 -551 -6000 Permit No. T a x Folio No. / / "agog - e 6 3 Ss -50 THE UNDERSIGNED hereby gives, informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description:) /4144.4. e 5 1 4 6 a) Street Address: 2. General description of improvements: 3. Owner Information a) Name and address: 4‹..0 ► ©E u 3o$ tJ e 99 c f-i ir. '7 14.404i S. eider ' �G 33138 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property: 4' CeJ4/arir-- 4. Contractor Information: a) Name and address: SEARS HOME IMPROVEMENT PRODUCTS. INC. 1024 FLORIDA CENTRAL PARKWAY. LONGWOOD. FL 32750 407 -551 -6000 Fax No. (Opt.) 407 - 767 -8536 b) Telephone No: 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: = � 1 ,,. ptos Phone No.: ao Eo, , c yy 7. Identi of person within the State of Florida desi aerl b 6 ± : • ,6 • a) Name and address: P gn t y � 46 v i r or a) / ••��� STATE OF FLO COUNTY OF NOTARY PUBLIC - STATE OF FLORIDA •• Peter Dubay 1 r Commission #DD930030 r Expires: OCT. 01, 2013 BONDED TERU ATLANITC BONDnW Co,, INC. Personally Known officer, trustee, atterney in fact) for party on behalf of whom instrument was executed). FORttM��SM @,y ��OCNER2007 W1(OM rte(• 3 5 1 ?S NOTICE OF COMMENCEMENT Si ature o S caner or Own )( Pei P,rt v( PRINT NAME she foregoing instrument was acknowledged before me this Ot 1 as OR Produced Identification Notary Signature .M. 4v day of ` JCi y\ 111111111111111111111111111111111111111 111111 son r doc CFN 2010R0088846 OR Bk 27177 Ps 1769; (1ps) RECORDED 02/09/2010 11 :22:30 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE fining Above a � {7 ;[ 9i ti b) Telephone No.: :'ft` "3 „aC 8. In addition to himself, owner designates the following pold Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 's Notice as provided in Auth zed 0 cer/Director/Partner/Manager ,20 ltD , (type of authority, e.g. (name of Type of Identification Produced FL 6 L_ Name (print) C �- pi 7) AND Verification pursuant to Section 92.525, Florida Statutes. Under the facts stated in it are true to the best of my knowledge and belief. penalties f Jury, I declare that I ha read the foregoing and that LIJ V L' ICAIZGA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YYYY) POLICY EXPIRATION DATE(MM/DD/YYYYT LIMITS A HDOG24933398 08/01/2009 08 /01 /2010EACH OCCURRENCE $5,000,000 GE RAL LIABILITY COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea occurrence) $5,000,000 CLAIMS MADE ij OCCUR MED EXP Wm one person) Excl uded PERSONAL & ADV INJURY 55,000,000 GENERAL AGGREGATE $5,000,000 GENT. AGGREGATE LIMIT APPLIES PER X POLICY ❑ PRO- LOC JECT PRODUCTS - COMP /OP AGG $ 5 , 000 , 000 A A AUTOMOBILE — ' ° X X ° LIABILITY - ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS Ism ISAH08579568 08/01/2009 08/01/2009 08/01/2010 08/01/2010 COMBINED SINGLE LIMIT acc id�„t) $5,000,000 BODILY INJURY ( Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS /UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE EACH OCCURRENCE AGGREGATE DEDUCTIBLE RETENTION A A B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / /EXECUTIVE n OFFICER/MEMBER d atos (Mandatory in NNH NH) Ifyes, describe under SPECIAL PROVISIONS be low WLRC45701219 CA sC FC45701220 WI W LRC45701207 Al 1 Other states 08/01/2009 08/01/2009 08/01/2009 08/0 O8 /Ul /2U O 08/01/2010 08/01/20 ExcLUDED? x IwC STATU TORY LIMITS 1 10TH ER El EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Alfred W. Nyman, Jr. , License #CGC012538 located @ 1024 Florida central Parkway, Longwood, FL 32750 and Alfred w. Nyman, Jr., License #CMC1249510 located @ 1024 Florida central Parkway, Longwood, FL 32750. Dell R. Hoyt License # CRC017383 located @ 1024 Florida Central Parkway, Longwood, FL 32750. CERTIFICATE OF LIABILITY INSURANCE PRODUCER Aon Risk Services Central, Inc. Chicago IL office 200 East Randolph Chicago IL 60601 USA PHONE -(866) 283 -7122 FAX -(847) 953 -5390 INSURED sears Holdings corporation dba Sears Home Improvement Products, Inc Attn: Risk Management E3 -219A 3333 Beverly Road Hoffman Estates IL 60179 USA DATE(MM /DD /YYYY) 07/17/2009 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: ACE American Insurance Company INSURERS: Indemnity Insurance Co of North America INSURER C: INSURER D: INSURER E: NAIC # 22667 43575 EN CERTIFICATE HOLDER ACORD 25 (2009/01) SIR a per terms M rn N 0 'CI d O and conditions of the policy 0 z w : v City of Miami shores 10050 NE 2nd Avenue Miami Shores FL 33138 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE J cl LsLet cO �OaseLtcal� ✓aza ©1988 -2009 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD 9 -�Vliami Shores Village (D Building Department BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Owner's Name (Fee Simple Titleholder) KL) Mer. E 241 / 4 /ES 7-0 Phone # 365 -754 -IS Owner's Address 3 f /j • QQ`� 4 City , L4i grimes State FL Zip 3 ?)59 Tenant/Lessee Name Phone # Job Address (where the work is being done) 30 $ Me" CI C1 g-riLems7 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # // 3206 O(3 -S5'9O Is Building Historically Designated YES NO Contractor's Company Name g Ltyve ` Qk Phone # Q J � Y' 590- i q - 75 Contractor's Address cf2J4 • 2.64 City 1,(Yrt& Oab State Qualifier Name 4 e4 [V L"4f State Certificate or Registration No.C.,6: Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 /14.6. 00 Type of Work: ['Addition Describe Work: Structural Review. $ ,J, Alteration ['New eio M `r 0 t._) Master Permit No. Zip 3Z ?SZ Phone # Permit No. Zip 33138 Square / Linear Footage Of Work: ❑ Repair/Replace **** * *** * * * * *** ** * * * * * * ** * * * * * * * * *, * * * *, Fees * * * * * * * *, ******* ** * ** ** * ** ** * * * * * * * * * * * * * * * ** Submittal Fee S. / Permit Fee $ !6 °'° CCF $ Tao (� CO /CC Notary $ Training/Education Fee $ a Technology Fee $ (•� Scanning $ `a•00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -3 MEVIM FEB ig 0 4 2010 go BY: 10 —1.82 ❑ Demolition �nf. ® ®omomom.00 ®om • 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 will not be approved and a reinspection fee will be charged. Signature Sign: Print: (Revised 07/10/07) My Commission Expires Owgf or Agent APPLICATION APPROVED BY: Signature The foregoing instrument was acknowledged before me this 2. 1 day ofjCK\ , 2010 , bytale -Si-L Au, € who is personally known to me or who has produced Fe- 6L- As identification and who did take an oath. NOTARY Pt'BLIC OF FLORIDA NOTARY PUBLIC: "" Peter C. Dubay Commission #DD930030 , : Expires: OCT. 01, 2013 /11 / BONDED TKO MANTIC CO., Contract The foregoing instrument was acknowledged before me this day of J Cfin , 20 Iv, by1A 1 J j t. 11 who is personally known to me or who has produced as identification and who did take an oath, NOTARY PLBLIC,STATE OF FLORIDA Peter C. Dubay =Commission #DD930030 nV •. Expires: OCT. 01, 2013 BONDEDTBHO ATLANTIC BONDING CO., INC. NOTARY P BLIC: Sign: Pri My Commissio expires: * * * * * * * * ** Plans Examiner Engineer Zoning M iAmt d311aag5 Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C 0 E F G H EOH GOH 1 42.62 -20.56 28.30 -12.17 -49.20 -28.63 -34.22 -22.10 -68.87 -53.92 2 0.00 0.00 0.00 a a 0.00 is r_ 11000.00 0.00 0.00 0.00 0.00 Description: :UNLii RE srEE Analysis by: ED \NAPO TORRE:31 V Basic Wind Speed Cat Structural Category (1, 11, 111, and IV) Exp Exposure Category (B, C, or D) RHt Ridge Height 12 ft Eht Eave Height 9 ft Ht Mean Roof Height of Building 10.50 ft Theta Roof Angle 6.58 Deg L Length of Building (If Gabled roof, along Ridge) 27 ft B Width of Building (Perpendicular to Ridge) 52 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 Importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 2.70 ft 2a Length over which Zone A acts on Each Comer 5.40 ft Notes: Ps = • WINDO2 v21,21 Simplified Wind Load Design (Method 1) per ASCE 7-05 • • • • • • • • • • • • • • • 146 mph i • • • DC, DEPT J-5-10 t ::-. • • • • • • • • SUBjECT TO COMPLIANCE wiTH ALL FEDERAL • • • • • • • • • • • • • • • • • • •• STATE AND co UNTY RULES AND REG uLATiONS' www.mecacorvillihron: . • • o ■ • • • IMCMEVIE1 Litt FEB 0 4 2010 S B 41111,11103■961 , MMMMM 003 MMMMMMMM Wind Pressure ps (psf) on Components and Cladding Zone (C&C) Pressure Positive (psf) Negative -47.72 Description Width (ft) Span (ft) Area (ftA2) 41 L V,/ I N DEMI 5 33 5 5555 4 42.17 #1 - 1 0 0 UR 2, 1 o 7 ,- , t , ; : i , 44.15 -48.26 415 '‘OVINDOVV 4 ir,: 36 46.07 -49.95 5194 1AII4DOV4 , i ' ' , , :3,3 4 45.18 -49.08 41:-.;L:',V,ill4C)Coiv 6 i ‘-- -'- 5 4...i --' .,, 4).: 4 40.36 -47.22 4103 \./■/11\400',/v 3.1 5 ;5 4. ; -4 45.18 -49.08 .. ••• • • • • • • 1 •• • • • • • 1 .4•44 • • •• •• • •• • • • l• • WINDO2 v2721 Simplified Wind Load Design (Method 1) per ASCE 7-05 Description: KUNDE RESIDENCE 306 1 6:1 Err Analysis by: ED D TO'r'eskL::: Gable Roof (0 7°) Qt : • • • • • •Ztitis 2HInd 314 reptreLent roof overhangs • • • :• Zords and3tertregent the roof Zones 4 and 5 represent the walls • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • www.mecaconallting•cors • • • • • • • • • • • • • • • • • • Hip Roof (7° <0 S 27°) Gable Roof (7° < 45°) interior Zones End Zones ComerZones No14-Zamillohts-Za.4 Reeb-8041111226-Zatib Rols•ara3 Double Click on any data entry line to receive a help Screen Page 2 of 2 R WINDOW - SITE•PLAN IMF'ORTAI.IT INFORMATION: CORNER OF BUILDING TO FOCA OF WINDOW AND WINDOW SIZE MEASUREMENTS TO BE ENTERED BY MEASURE TECH ONLY 1111111111101111111111 rz...zeSra*P.1111RMIUNIONIN M rMM�MU MMMMM• �!1:!� �!"��?►�M au � �r rr��M � !����r �rr ���r��r�i� �ii r 11 r f t€ !�. t .;r. •wM M qtr MMMM ■MMM wMMMM ■�.-.: mamw r�wM - cr .-.M1 UURUIMENINFAmmuUMIUMINM UM 11110111111111,111 NikrzwillEVEIREPZATZUR il ��. -a�M MNM rtsUrIrMUUREAMEI r ralummulan ourommomarmed i • t ft RIM= Itigliir• . 1111.1.11.1111111111 _II Uii`rtl11M I �► ■MM ■ . rti i �MM ■MM � UU MUIO M MIIII 1MM IUMI ! BI0 IPINM --. I/ llMIIUMM,I1MMMMMM!!!MMM 01 i ■M111MMn1■ 111MMSMMMMUUR11 ■MM MAIM _ �UMUNISt� m t �� MM MM �. ��. c.(44.410crionimmi Mal 111111111PMEMIIVIAMEN • Y7 0 �s}����M ���.�r uti�'�i.a�iUr,�i�l .�.�'�������� {���5'► tf, ._.- 'r`:�'' MMMMM i NEWMElMPOMiAMMMIN#MPI Ants • ••• °.• • MEAN ROOF HGT! {PE OF WALL. c--41 HURRICANE SHUTTERS YES NO ( S TOTAL NO, OF OPENINGS IN HOME (INCLUDING D00RS): TOTAL NO. OF OPENINGS TO BE REPLACED (ITEMS ON C;ON 5 • BUILDING DIMENSION WIDTH: • SP- HEIGHT: . l( Rev. 5/06 00 NOT 00 (WINDOWS NOT TO BE REPLACED) 611Q• QE •STORIES • • • • 1 �•� 2 •■13;3 3 ••• 4 c-.3 • • • • • • • CUSTOMER NAME: ADDRESS: CITY: PHONE NO: COMPLETED :,,iii Salla BY: ••• • • • • • • ..4 HOME OWNER iNFORMAT Q26i •• • • • • • • • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number ' esign Pressure Pressure Size Yes /No Yes / o Yes/No ( +) PSF ( -) PSF ( +) PSF ( -) PSF /0 CO Wi a'+ 15< 0 1 .. 7.7Z - ALu C. pf ' 1 I kNY :. 07 0 $ 1 03 v:' V 7: 5 41 41 ir it Ai? 31 C. Bila R + ta °e.. t' C; 11 * ' :. fa7 - 061 - — 1:5 iiNiEMOMERMIMMIIIM " �. • • • • • • •••• • • • •• • •• • • • • • - • •• • •••• • • •v.•••• •' • • • .. .. • •••• • • • • • • • • • • • • • • • • •• • •••• • • WINDOW TYPE W I DTH I HEIGHT GLASS (+) (- ) N 0 A /-0 24/2- 3 y D 75 76 75 76 80 75 61715? 07-61/43102. 7 7 68-Ilyz,&. /1 Fb 3 , A D / zLri i 1- 0 s /kl i 3 6. /9 q Z 4 " /1-- • 37 (oz'/ 75 eo 75 - go pw 13* , '2. 1 /2. L ' -- 6 4 D 75-76 4862$ C i ...• I • .. __•_____ • • .. • • • • • • ••• • • • • • • • •• • • •• • ••• •• • Home improvement Products S e al ignS COUNTY BUU.DINO CODE CO PRODUCT CONTROL NOTICE OF A OA PGT Industdes, IIIC. 1070 Technology Drive Nokomb, FL 34273 ,COPE: EDWARD TORRES, R.A. REGISTERED ARCHITECT ,REVIEWED . D REVISED AND RESUBMIT O REVIEWED'WJTH Nr TATIONS 0 REJECTED Corrections or comments made on ec � ,_ °., , writ submittals o' shop drawings during this review do not a ve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project contract documents. The contractor is responsible for confirming and correlating all quantities and onasuaux comm. FLORIDA selecting fabrication processes and techniqunno,DADBRAGLER mum nating his work wl r1'itRE'r.11UiTE 1 orming his work in a safe and satis 3313G r v ' 1 FAX t 3"12409 manner. "2 ' AN CE eft pa This NOA is being issued under the a ble rules and regulations Ong the use of=streaks materials. The documentaion submitted has been reviewed by Miami -Dada County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Wand Dade County and other areas where allowed by the Amt Having Jurisdiction (ABJ). This NOA shall not be valid alkyds) expiation date stated below. The hfinniDade Commty Product Control Division (In Miami Die County) and/or the AB? (in areas other than Miami Dam County) reserve the right to have this pmt or material tested for quality assnnauace purposes. If this product or dal fails to perform in the accepted manner, the manufacturer will incur tin else of such wing and the AM may immediately revoke, modify, or suspend the use of such prodtmt or material within t u*isdictlon. BORA reserves the right to 'evoke this accerance, if it is determined by All -Dade County Product Caged Division that this product oral Mb to Meet the requinoments of the apple building code. Tots product Is approved as d and has been designed to comply with the Florida Balding Code. CRIPTION: Series 91R41O" Ahrmdnuui Horizontal Roller Window »L.MJ. sheets 1 tb ougb II of 11, dated 02/28/2006 wit the latest revision "C" dated 04F15/2037, spared by POT Industries, Inc., dated 08110V2007, sigaed and sealed by Robert L. ask, P.R., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiation date by the Miami Dade Comity Product Control of Divistmi. MISSILE IMPACT RATING: Large lie and Small Missile Impact Resistant LABELING: Each unit shall bear a pernsment label with the mauufact s saws or logo. city, state and following statement "Miami -Dade County Product Control Approved ", mattes 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 baler' cede negatively affecting the performance of this product. TERMINATION of this NOA will occur af the won data or if tlere has been a revision orange 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 pines stall autamadeally terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD RTISEMENT: The NOA number preceded by the words Allarni•ade County, FIoritb, and followed by. the expiration date male be displayed in advertising literature. If any portion of the I4 0A Is displayed, tbee$it%blil be wee ht i s ems. . ........ . INSP rI : A,q i �df tti4 N(OA shall be provided to the user by the manufacturer or its distributors and shalt be avail for inspection at theme site at the request of the Bulking Official. This NOA revles NOA No. 06.405.06 and consists of this page 1 and evidence pages &1 and E-2, as welt as apprevUU$ocwkn na d .abora. The fufrilthd deal e 8 wgs ev hewed by (\VIC NOA No07 Expiration Data DeCORIber 21, 2011 Approval Date January 03„ Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NoAl27 -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 POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of 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 par FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Mlsmile bnpact 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 03/08/2M6, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 060405.06) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of 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) •• • •• • • • • • .. • • • • • • • • • .. •.• .• • .... • ••• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SIMITTED E -1 Maraud Product Control ;x NOA No 07-0 Expiration Date: DeceYnber 21, 2011 Approval Date: January 03, 2008 PGT Industrie& Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMM'ED C. CALCULATIONS 1. Anchor Calculations and stnctural 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 Butaclte 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 le 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. FM- 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 FM- 4858 and FTL. 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmmndo Largaespada, P.E. (Submitted under NMI 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to POT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12121/2011. ••••••• • .• .• • • • • • • • • • •. ... .. • •• • • • • • •. • . • • • • • • • • • • • • • • ••• • • • • • • • • t • •• •• •.• • • • • • • • • • • E 4 Hamm Product Control Eat NOA No 07. 0015.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • • • • • • • ••• • • • •••• • • • • • • •••• • •••• • • • • • • • •• • • • • • •• •••• • • •••• GENERAL NOTES: IMPACT HORIZONTAL ROLLER PRANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTION& (SEE DETAILS ON SHEET 2) A. 5H8' LAM CONSISTING OF (2) LJTES OF 1E" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAREXACEEPSAFE MAXIMUM PV8 INTERLM ER. fA LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS ANO (1)LITE OF 11r HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXREEPSAFE • PVB SNTERAYER. • C. MASS WITH AN .M DUPONT BUT • • • 19.7I16• LAM CONSKITIN ) UTES OP 9H0' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAREOKEEPSAFE MAXIMUM PK,1NTERAYER. PVB OITE LAYER • • g.Vir LAMS CASTING OF MUTE OF 3I1r ANNEALED GASSAND MUTE OF 3I18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE • ... MAXIMUM PVB GVTERLAYER. • • • Iktgr LAMP CONNING OF (2) UTES OF 3/16* HEAT STRENGTHENED MASS WITH AN .090 DUPONT BUTACITE OR SAFUDOICEEPSAFE MAXIMUM PVB ONTERIAYEt. •••• G. 1301r LIMN Kt (1) UTE OF 1AG' OR 3,W ANNEALED (MtN.) GLASS 5118" OR 3W AM SPACE AND 5I18' IMO CONSISTING OP (2) L ITES OF 1>$' ANNEALED GLASS %STN A 090 DUPONT BUTACITE OR SPFUEVICEEPSAFE WOCIMU U PVB INTER AVER. • IL istir IAN X G ; MUTE OF 1 1 r OR 3 J I r A N N E A L E D ( M I N . ) G L A S S 5 H 1 7 . O R wr AIR SPACE A09 $P P A I D Mr CONSISTING OFMUTE O P UrNNFEAL>iD GL ASSAGD (1)UTE i • • 6 01 Ur HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SPPL EYAEEPSAFE MAXIMUM PVB INTERLAYER • 131W IAMt KG: (1)UTE OF 118' OR GLASS, SAVOR 3ir AIR SPACE AND stir LAW CONSISTING OF (2) UTES OF 1I8' HEAT STRENGTHEVED GAMS WITH AN .090 DU FONT BUTACITE OR SAFUDOXEEPSAFE MAXIMUM PVB NITEM.AYER. L 13IIr tAMI L09 (1)UTE OF WON 3/16* ANNEALED (A1L) GLASS. swat tie AIR SPACE AND VIVIAN CONSISTING OF (2) UTES OF 3t15'ANNEALED GLASS WSTHAN ASOLMJPONT BUTACITE OR SAREXILEEPSAFE MA)C A ULI PVB INTERLAYER. K.13118' IAA IR MUTE OF WON war ANNB.UBED> T.) GLASSL,&I VO RUrAIRSPAN AIDlirLAMSCONSISTINGOFt1) LiTEO ' tt)UTE OF3M8` HEAT STRENGTHENED GLASSW ITHAM.90DUPONTBUTACITEOISAR.EX EEPSAFEMA 1PVBOITESDAYEi. 1.13118' LAM KG: (1) UTE OF 1M OR 3118' ANNEALED (MIN.) LASS„ 311r OR Ile AIR S PACE AND 7111? UM CONSISTING O (2) LTTES OF SIPS' FEAT STRENGTLOREED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAIEEPSAFE MAXIMUM PV8 LNTERLAYE R. 2. CONFIGURAT QLt,LQ, 3. DESIGN PRESSURES: (SEE TABLES. SHEET3) A. NEGATIVE DESIGN LOADSS BASED ON TESTED PRESSURE AND GLASS TABLESASTME 1 B. POSMVE DEAN LOADS BASED ON WATER TEST PRESSURE AND GLASSTA8LE8 ASTME 130042. s. ANCHORAGE: THE 331!3% STRESS INCREASE mina wet LJSEO N THE DESIGN Car THIS PRODUCT. BEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME APED PANS. CORNERS SEALED WITH NARRCNI RSFALANTORGASKET. a7. REFERENCE& UST REPORTS MTL.433a. PRAM /00E110 633E SAO TEXTRON NON 044021.01.0342225AS ANSYAFBPA ND8•2005 FOR WOOD CONSTRUCTION ADNI- 2006 ALUMINUM DESIGN MANUAL THIS PRODUCT HAS BEEN CfESIGNED &TESTEDTO COMPLY W T T H T H E FROUREMENTSOF THE FL A MANG CODE. cwistwa The HIGH moony HURIMANE ZONE (HVHZ) NOA DRAWING MAP SHEET GENERA. NOTES............ T GLAZING DETAI%.L_..» 2 DESIGN PRESSURES— 3 NATIONS.. .. 4 VERT. ......._... 5 WIZ. SECTIONS.....,.._. 5 PART8 tU4T EXTRUSIONS-- 7 CORNER NAIL. » 5 ANCHORAGE . . 611 POCatmr WORM it empires with do Nix* 0-2 Cols Sowings= rd .. Due _4. t .e+1 • • • • • • • .• • • • • .... • • .. .. • • • .... • .... • • • .... • .. • • • • • . Aua GLAZING DETAILS ALA IMIZONTAL ROLLER WINDOW twat= �iasrr- . I • • •• •• • - 0 • • ••• • • • 60.81,82 • .. • • . • • 112' NOM. MASS BE Ur ANNEALED OR NEAT SMOOTHENED GLASS a9D SOLUTIAOR DUPONT PVBIIfl RATER Ur ANNEALED OR HEAT STRENOTHENE0 GU►SM sow NOM. 5/1r LAMINATED GLASS 13n8' NOM 13/18' L AMW LG GLASS W15/18' I.AM1 m OR HEAT IMENGDIENED ti1ASS .690 SOLUTU1ORDUPONTPVL/181 ATEA 1R' ANNEALED OR HEAT STRENOTMENED 6 LAMINATED 6n6'OR 3D' AIR rows 1A3'CR 3A18' ANNEXED ONO GLAS® 3n6'ANNEAtEDORNUT RUM .090 SOMA OR (WONT PVB 01TERLATER 3n6' ANNEALED CR NEAT STRENGTHENED GLASS 1116' LAMINATED YIW LAMINATED MASS 0 tor NOM. GLM$WTE taw NOLL wir LAMI LG GLASS W/ 7t16" L.AM 3N0'ANNEA R, OR NEAT svpswometanatAss A80 SCUM ORDt iTPV11 t1TE'RLATER 3nr ANNEALED CRHEAT GLASS Inc tAMI ATMD 3n6' OR 1q' MR SPACE 1A'a3n6'ANNEALEOWM- iAU (AU. SECTIMS) 313.9:14 Cede Mamma Ns TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) _ WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" I 38" 38 318" 48" 80 8J8" 54" 60" 03" : le • A.B,G.H +80.0 -60.0 I l +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 40.0 +60.0 -60.0 +80.0 -60.0 • 98" • A.B.G,H +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +58.8 -58.8 +56.2 -56.2 :106 3183 A.B.G.H +60.0 -80.9 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 .60.0 +552 -55.2 +52.3 -82.3 - 10V - A.B.G.H +60.0 -60.0 +60.0 -60.0 +80.0 _ 40.0 +60.0 40.0 +60.0 -80.0 +60.0 -60.0 +54.8 -54.6 +51.7 -51.7 • 110 A,B,G.H +60.0 -60.0 +60.0 -60.0 +80.0 .60.0 +60.0 60.0 S +60.0 -60.0 +59.5 -50.5 f +53.8 -63.8 +50.9 .50.9 UP Mill G.I +60.0 -60.0 ti®4f1° DAP" +75.0 -TS.Q • TABLE 2. XDX 4U3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE _ WINDOW HEIGHT ALL HEIGHTS UP TO 63" i . f TO 88 7118 - A.E.C. G.H,1 +60.0 40.0 TO 7116" ` J.K.L •75.0 -75.0 TABLE 3. OX AND CEO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 518" 54" 60" 63" GO" +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 1 1 I v .3'•. AS rg �- ' 88" A,B,G.H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 •75.0 +75.0 75.0 +75.0 75.0 +74.2 74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +89.66 +85.2 .65.2 " = H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +:: = ____ _ UP TO 14" C " +75.0 75:0 GLASS TYPES: TEST REPORT FTL -4858 F L -4859 LOX& iii) AND F115330 5118 LAMI • (116' A..090.1/8" A) 0. Sits' LAMI - (11C A. -OWNS" HS) ,.j D. 7116' LAMI - (3116" A.. 090.3116 A) P. 7116• LAMI (31'16" HS 090.3/16` HS) 0. 13116° LAMI EG-118" OR 3tt8A. Mr OR 318" AIR SPACE. 6118 LAMB. (1!8'A, .660.118A) H. 13/16 LAME OPUS" OR 3t18A. 51*6" OR 3111' AIR SPACE. 5(18 IA60 • (118'A.. 11r143) L 13118" LAMI 93.118' OR 3/16•A. S/t8° OR 318" MR SPACE. 5118' !Attu. (1/$T8..09 .11811S) .1 13118• LAMI o118" OR 3116%, Mr OR Ur SPACE. 7116" LAIC • PRAM Jtee. 3 K.13Pt8•INAK3.11S"t31t CUM 3116" OR U4" SPACE. 7/16" LAU • CAVA. .0 L 13116' LAM OW OR 311r& 3118 1i8 SPACE. 7116' LAM/ • x..000. •.•t. . int 83$701 J I HHP� 1111, A,,,,„„.„, PP! aPOONS OPIMPFASTM 4tx6141OCrs, MIME a►TAKES 8x001 MID AM SPACE I MANSON srvrOS$r, ea r RAMS .►� +�ao•mi loans• ES IGNPRES" PRESSURES ALIAS. / tNvr',It . 'ACC vim, ems,. j I t. • • • • • • • • •••- • • • • • • • •••• •••••• • • •••• • • • • • • • • •• • • • • • • • •• • •• •• • • •••• • • • • • • •.•• • . • • • • • • • • • •••• • •••• •••• • • • •••• • • • • • • • • • • • • •• • t/ns mrOr sa sner MAX DLO FIXED 11OC MAIL 1MDTH LF.FIWIE RI Acme MAW tr ssr sr sr r _ MAX. 01-0 VENT 1 FIXED 85 7IW MAX. WIDTH LP. FRAME r11, MAX. tM TN FLANGE FRANC DETAIL 8 - ; XOX (1 } DETAIL C - XOX (1/3.1/3.1/3) NOTE: 33Mt5' 334015'MAX. I. SEE sleet 5 FOR VERTWALI H NNZONTALSEctimNMMMALS. PLO FIXED _ MO VENT DETAIL A- Qlc OR Q s MAX. VENTS er LP. FROM A1L COMM SEALANT OR DAStCET AT HEAD ANDSU -47n r. ••• • • •••• (AMA 3111 H1.UM NMOHS X0* NOU.03S YNNJZ1UGH VA NOLLQ (3Fl arl va tuna o�a 1n3n xvw 1---- eta -"1 • ▪ • 0000 • .. • • .. • • • .. • • • . 0.. • • • • 000 • • .0.. • .0• • • e • • • • • • • 0000 • . • . • • • • •••• •• • • •••• • • • •• • • • • • •• • • 6063 -Ti AL 6063- AL 616830 67071 74078"C' LCRR 64139 A GIAZDJGREAD•7/16" C QAZINGDEAD•7 /16" W /OR111.K1T O AZDNGBFAD- 13/16 5/16 IAMI U6 .090 " US" A 6063 -TS AL 6063 -TS AL 6063 -TS AL 1073 1624 1635 SCREEN SPRANG SCREEN SPLINE- .135 DIA. FOAM SCREEN SPLNE -.135 DIA. HARD SCREEN 2.710 ST.ST. LM PVC FM PVC CUYTH 08 X 3/4 PH. PAN HEAD SILL ADAPTOR WEEP HOLECOVER ADHESIVEOPEN CELL FOAM PAD FLANCEFRAMEJAMB (IASKEI FORMAINFRAMES1LLJOWP . 74134W/K S(32EEN ADAF'L11)I DI( LL4 641 00 08X 1.000 r ADPN.SMS WSTP,.187X.230, FIN SEAL SASHTOP& BOrTIOM W STP.„2S0 X %/013A « PIN SEAL 0)10 VI HORIZONTALROLLERSASH TOP 4RJWE SASH MEATI NORAQ. WSTP,.170 X.270BACK„ FIN SEAL SWEIPIATC 63X.62S PH. FLSMS WSTP • X 27011A «. FIN SEAL BIAS WEATHERS1RUP.187X LWFI' RA)LCOVLRCAP LF. FRAMEHPAD I.F.FRAMEJAMB CAAZIN0BFAD -3/16 [HAZINGBEAD -5/l6 WKIRXU.KIT 6063 -T6AL 6063RS46 AL DISCAST 7PAD1626 5/1 6 IAMI (l/8"" A,.090 PVB, US" HS) 5/16 LAM! (U8" HS, 490 PVB, 1/ 8 " HS) 7/16" uMI13/16 A,.090 PVB, 3/16 A) . 7/16" LAM! (N16 A,.090P111, 3116 HS) 7116° WW1 l6 .090 " 3/16 HS) 1014 1630 1631 3103 -H14 AL PIX YPROP. POLYPROP. DWG/ DESCRP12ON MAT L DWCD DFSSCRWUON I MAIL l Pcnl 66 r 13/16" LAMI IG I/8"A, 3/8"AIR SPAN 3/16• LAM! (WA, .090 PVII, 118"4) 67 " 13/16" LAMI LGI/8"A, 318" AIRSPACE, S/16• LAM! (VS"A..090 PVB, US"HS) 68 13/16" LAMI !0.1/8"A, 3/8" AIRSPACES/1C LAMI (1/8"HS, 090 PVB,1/8113) 69 " 13/16° IAMI IG3/16"A, 5116" AIRSPACE, 5/16 LAM! (U8"A,.090PVB, I/8"A) 70 " 13/16" LAMI 16-3/16"A, 5/16° AIRSPACE 5/16' LAMI (1/8"A, .090 PVB,1/8"HS) 71 " 13/16" LAM! IG3/16"A, 5/16" AIRSPACE, 5/16" LAMI (I/8"HS, .090 PVO 1 /8"NS) 72 1116 LAMI 104/8"A, 1/4" AIRSPACE 7/16" LAM! (3/16A,.090I'V8.3/16"A) 73 " 13/16" LAMI IGUB"A,1/4" AIR SPACE 7/16" LAMI (3/16"A,.090 PVE, 3/16 °IIS) 74 13/16" LAMI n1/8"A, 1/4" AIRSPACE 7/16" LAMI (3/161LS..090 PVB, 3/16161 75 " 11/16* IAMI I G3/ 16A, 3/ 16 AIR SPACE, 7126IAM!(3/16"A,.090PVB,3/16A) 76 13/16" LAMI IG3/16A, 3116" AIR SPACk7 /16 LAMP/16"A. SO PVB, 3/16I6) 13/16" LAMI203116" 3186 AIR SPA •' 7/16 LAM1 16 .090 °` ; 3/16" .... • • • • .... • • • • • • • • • . • • • • • • • • .. • .. • • • .. •• • • • • • • •� • • • •. • • • •••• • • •••• • • • •••• • •4100 • • • • •. • • •• • • • • • •• ••• • • 00 Ift11111f .ANA aDARTMES, tif4-1/24/4)W000W8 GIA$S TYPES ge.C.G,H.1 3,3.W000 HEAD & SILL 1•2;•1+42+1 2 •+C2•1+C2•1 2 • AD & ELL 1 +C1•1+G2•1 2 HEADS SU 1•03••(2., 2 1•C2•1•C2. 1•C.2.1 i•C •1.42.1 102•1 1+42 •1•42•11 1.x41+0241 1•02+1•3•1 102.1+42+1 1.42.,44x+1 1•42•+42•1 1•13+1.42.1 1•3.24x., 1.412•4241 1•02•2•3.1 1.3•243., •3 •2•42•1 1•t242442•1 1.42•2•42• 14242442•1 142•2+42•1 ,•42•2•42•1 1•3•2•3•, 14024242•1 1•3•2•3•1 1+42•3•02•1 1424,14 241 ,443•3•5•1 •43.345.1 1•5+3 1•34343•1 1.42434341 14 2434241 •5•3 •3•1 t+CA43•5.1 2. CONC 0 El 0 0 0 0 0 0 0 � r► � , � ,. � . � , Yiii�i izai0 1+42+2+42.1 0 0 t•C24242.1 p t +42+243•1 p 0 14242•3•1 0 p 14(2•2•02•• 0 NC2.2•c2.1 0 1•02.2+3 4 1 0 0 2.3•2•3• n 1..E.1 a 0 ,4 2.2442•1 0 0 0 0 0 0 1•C2•t•C2•1 1•42.1•42•1 143+1.4241 14C2+1•C2+1 1.3.1.3+1 1•C2•1+C2•1 1.02•1•x•1 1 ,+42•1•43•1 142+•411 1.3•1•3•1 1•42+1•42• 1•342•3+1 1 1•42•2•22•1 1.342+42• 13•2.02.1 1•342.3•1 0 0 0 0 0 0 0 1. S 1.3•1•42., 14244241 140241+234 1+42•2 •42•1 ,•C2•1+C2•1 1+4241+4341 1+42.1+42+1 1+c2.14241 1•42•1 •3•2•3•1 1•C2•2•Ci• 1•3+2.3+1 1 t 0 1.I 24424 014Q.2•C8. 0 1.02.3.13.2 0 El 14E44241 © 14:8.242+1 0 14343434 p C 1.42.2' 01.4.3 0 d +04:.4x• 0 60 U to:34•CWU NC:• 41 n1 X01 El 1+W42•tN10 1+0$424@4 Y 1U E l 244C a ,•1343•Ca4t 0 t4 24424 p O ilrrrial 1i 014E2.3•C24 Q 103.2+03+ p , 0 =X 0124 434 El 1Ci444 341 a 0 1.3.3+5. U 1•1:20•C3•1 U p 1•C 0 r © 6 '� Q 4.5.3434 Ott ©' 'Z ©i ©tii. p 0 1.3+343+10 143.3.00 p 14343+02.1 ©2 . (2.4+3. 0 0 1+5.345.1 1.5.34541 Q 14 484343.1 El 1.3.4+5+1 13 1424434 Q CheiU *$c3.3.C3.1 *! 0 U 1.5.34541 C 1.543.5. © i�i ® 11_ w , Q a =p - : `12 "Cl43►5.1 p 1•42•2•421 1•x.2•3•1 1.414E+4141 142•2442•1 142342+2341 1 4342434 , t• 2.343.1 1•C3.243•1 ,•43•3442+1 1•5•3.3•1 2.3. WOOD 1434 3424 3 424 2424 t 3 1.G1344 1 3 141342. C UPDATE TA .E4. ffiEETWItUFS CUE TOARM0111 REIMS ANCHORAEE POMMY !PEWS • TYPES 1021 1: caws 14C,24•C241 1.2 2442.1•02•1 t•ct.t•34 1•Cad•C2•1 1.42•2.x.* t41x4NCNt 1•42 1443442 1+42442•1 0 1•(2.2.3+ 0 1434244241 0 D... p 144:24401 0 p 14 a.24t3+1 0 t4(.` 424G24 0 0 i.G242•fx•, p 1.0=•2.31 0 C Ci iailiri0i 5 0 0 0 t.c .z. 34 p 14244C2•1 1403•102.1 I•Ct•i•C2•1 1.42.1.2.1 1•3•1.3►, 1•a.2+C1•1 1+3.2442+1 14C242.C24 1.43.2•434 13.2 1.42•2442•1 1•02•2442•11 ,•3•244x•1 1+C344I4 143 1342+13. 0 t El 1 0 0 0 0 p 0 0 0 SUE • 53 x 1 3 6 315 • • CLOW • • SkieD • • woo WIDE 63.030 7t60011 36.316 X606 won ®4.660 86.600 6.1600 6160x.21375 *BOO : 22x000 63.000 4O1375a 31375 41852 ES 61000 60.000 83.160 111.000i *315 anis Stine two 63.600 F.1 F FX at GUU 'PIPES 0.E.PMC.L nosausinewe 4•4.4411 1. TABLE 4 HEAD a $IL 1•C2•1•tx•1 2 t4034441 3 2.544.420 1 3 NOTES: I. ANCHOR TYPED 1 • tM' ELCO TAPCON S 2 • IN' ELM S34 GRETE:REz 3.112 8T(Et SCREWS OR 2. GLASS TYPE& A. SM8' LAIN - 1NP 8 5Nr LAIA1• (Ur AJSO.1fi'HSI C. 51,6' LANG - (118' mum 1/8' ion O 7M6r LAID • caw AAA 311rA) E.7iW - (3ttr A.09& W ks) A 1IW Mlle •0216'H 0. 31WH$ 61. la - won 3M6 ' A.BMB'OR Br SPACE BIIV LAA• (Or A, W 14 H. 1315' LAW tB •N8'OR room SSW %A33•(UrA.c0 1!6452) L 13118' LAM 10•T E' OR3218'l6 SPACE. stir LA 1• TINIELDIG. W NS) L 13M6 "1AMIR}. IMCOR E.TMa' LANB•(3116'A,dEDATI6'A) K 13110'LAMI0 NWOR1N`6PACE. ?muss • 3'3116'A.2 316' L. 1 3 116 ' LAM R i • 118* OR 3Mr A. 3 1 1 8 . O R ire I P A C E . 7 1 1 r UM • ( 3 n r HS..090. 311 r` 1:4 3 ANCHOR QUANTITIES M 3 PER ADMOSIT TBBLE AND BASED ONTHE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER W05)OW1J TAM. 152Ab NIL 1810121X.01 EACH SIDE OF 1ABETING *3. CENT. 2ti NAILFROj/ CORNERS. ,{11183: 0• NAIL FROM CORNERS Ate 22 112' NAIL O.G. TABLEKRY: , •43•4•43•1 3 QUANTITY PER JAMB HEAD AND SR.L ANCHOR CIUM {TY. A CLUSTER OF (3) ANCHORS CENTERED AT EACHNE E11NG RAL PtUB(1) AMOCO AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOIE D SECTION. 02)ANORMS TOTAL AT HEAD AND SILL, IT MK O.C. ANCHOR SPAE1NG) 283Pi'vac -D '-r > r REF. € . WM RM. S g§ f OF t$1 RI (SHOWN IN TAKE KEY ABOVE) 29 3l4'M a. ur &.-rf at 0' REF. EXAMPLE CLUSTER VW QTY. OF t4) ANCHORS ANCHORAGESPAChVGP XOX (114112=1Mj 14e RUM HORIZONTAL ROLLER 14900W IMPACT c pauewar>: r,:,•.:}; r+�d file biniiM tae a, rib Oa0WiL4210.021. PI IMO Prodsto maul •••• • • •••• •••• • • • • • • • • • •••• • • •••• • •• • • • • • •• •• • • •••• 1.02•1+02 •1 1•R+1.C2.1 1+42.1+2•1 ,+02•1.02•1 1.2•1•2•1 1•02.1•01•1 1.02+1+02+1 1•02•1•02•1 1.01.1•2•1 1.02•1.2•1 1.241. 92.1 1•02+1+01 +1 142•1•2.1 1502 +1•01+1 14C25542 1•191.1.2•1 102•1092•1 1+02•1 •42•1 1.01• 1.2+102•1 1•2•1.02•1 1.2. 1+01•1•2•1 1.2.1+2• 1420502+1 1+C2+1•C2+1 1092+1+(2+1 1.2.1.2.1 1.2•1.2•1 1.2+1 +02.1 1.03 +103+1 1+12+1+02.1 1•2•1•2•1 1.2•1.2.1 14:2.1.42.4 1 El El E7 E] El E] E] 0 E7 ta la E) E/ 0 0 0 0 El E] la 0 El El 0 0 0 0 0 0 0 E) 0 0 Q E] 0 El 1.42.1.00 ®L".:a'T.:B,,0 0 1.02.1.02.1 01.02.1+02. / a ©1.02+1•:2+1 0 1.2.1.02.1 0 1402•14251 0 E) Ek.taitl E© 142.1•02. Q 0 1.2.1442+1 1.2'1.2+1 El 1+2.12.1 p ,•2.0.02• E3 13 0.02+1.01.1 0 14351•C:01 0 0 1+2.1.2.1 1+02+1.021 fl 0 15C25102.1 1•2•is Nto a 0 1.02.1.41.1 1.2.12.0 0 0 1.0251.2+1 o 1.2.1.02. 0 0 1..1.2'1 0 1.051+02• E3 01 +051.00.1 01 4 43•1•C3•1 13 0 0.42.1.2.1 1•3•12. 0 Q 142.12+1 1.02.1.4`2+1 01 1.00.0. 0 1.2+'.2.1 0 0 1 +12+1022.1 p 1.2.1.2.1 01.4,•t•R•10 1.193.1.9i• 0 El 0 El D D E3 1.02 1.2•1•02+1 1449251.C2•1 1402 +1502+1 1+2+1+2+1 1.02.1•2.1 1.02+1+02•1 0+02+1.2./ 1•021.02•1 1.02•1.02.1 15C:4t.2.5 1.02+,•02.1 1.02.1.2+1 2+02•1•02+ 1+2+1.2•1 1+2•1•2.1 1.2.1.02.1 1.2+1.42.1 1.C2+t•C25i 1508.1+0151 1401+1•02.1 1.2• 1+92.1 1.2•1.:2.1 1+2+1•2.1 1•02+1+02+1 1.02•142.1 1.2•1•2• 5.02•1•024 1.2+1.02•1 1+48.1•f2.1 1.2•1.2. 1•2+1•02•1 1.02+1.02.2 1.41.1241 1•12+1 +191 +1 1.02+1.2+1 1.2+1•.2•1 1.2•102•1 1+02+1402+4 1+02.1+0251 1.03./03., 1.2.1. 1.c2.1.02.1 1.2.1.020 1.2.1.2•1 MC2.1.C2.1 1.C2515E2.1 1•C2+1+C2•1 142+1+2•1 1•02• 1.03•1.03.0 1+03•003.1 1.42•1•2•1 1.741.7.1 1.041.0.0. 150251+0251 1•2•1.02.1 1+02.1•0$+1 12.1.2+1 1.C2•NCa•1 5.2.1•02.1 1.42•1•03. 1.42.1.2+1 1.2+1.2.1 1.02.112.1 1502•1•0$•1 0 0 0 El 0 0 0 0 0 143•143•1 r'"�.O =£i = El 0 0 0.02• 1.2•1.02.1 142•1.0;.1 1•2.0.2. 1.42•1.2.1 1.2.1+2.1 t.2•t•2•1 ;+(2.12• 1.42•1•2.1 1.2.1.92+1 1.2•1•2. 1.42.1+2.1 0 a MC3•1•c3. t.CH1•ps1 1.0$•1.2•1 1.2•1.2.1 1.„'50•051 1.43.•03.1 1.03•1•03.1 1 1•42••93•1 1.051 1 +43•0•041 1.2•ML2 1+03.1 1.11•1•05 E} 0 [1 EZ © D !•07.1.49,1.1 E7 tT'.L t] 0 � ^3IIi 'I�O�.�Y IIC� i�i 1•2•1+Ca•1 E El 143044344 El a 1.03.14.1 p 0 05:9:584C15t 0 1503•1+0151 1.03.1•:2+ 0 0 0 El 0 E3 Cat zr. 5 ANCWI lLSYPe • SII $TARTE • 48.000 x 32375 •• •• • •48.000 •••oak PA AIL 9001 3. X P34/31/31310400W3 7fO S 2.3. WOOD ZONES WINDOW 812E HEAD SILL NI :Y. al 1.02+1.02+1 1502+1 +02+1 1 +02.1+02 +1 • • • • 1.0202+1 +1+ • • •66.000 GLASS TYPES A.B.O.H 1 59 126x 36.370 •••• • •115 • 04900 6 008 62000 62000x 38.378 48000 SINN 54.000 00000 63.000 68000x36375 4.000 58.625 54.00 62000 moo 74.600x 32378 NI= 84.605 80.000 69000 64.000x 381 75 48.030 50625 54900 MOTTO 62090 06.437 it 38375 48000 0005 5408 6.000 63.000 1.2.1+2+ 3 1.02.102•1 3 103.1•02+1 x t" GLASS TYPES C.D,E.F.LJ.K L 2 CONC 1. CONC 23, WOOD 2, =NC I.0X ND ZONES ZONES HEAD & SW. HEAD & SILL HEAD & SILL HEAD & SUL HEAD & SILL 2 1.02+1+02+1 2 1.02+1 +02+1 2 1. 2.1+02+1 2 1+02+1 +02.1 2 1+02+102+1 3 1+02+1 +02+1 3 1+02.1+02+1 3 1.02+1+02+1 3 1402+1 +C2. 3 1+02+1+02+1 3 1.02+1+02+1 3 1+02+1+02+1 3 1.02+1+02+1 3 102+1.2+1 3 1.02+1.01+1 3 1+02.1 +02+1 3 1002.1.02.1 3 1+02.1.02.1 9 1.42+1.02.1 1 +02 +1+02 +1 3 1 +02.1+02+1 3 1 +02.1.02.1 3 1•0251+02.1 3 1+02! 0.02.1 3 1.02+1+02.1 1.03.1.43.1 " "c 04347TIA= saver m i/E41t7tAlfVOANC5KWCAP.A 0 AmotcR46615005114T HIP4at styes vateiskres 30.+ 'Interim", L, sigsas ZONES ZONES ZONES 4 1.03.0.0:0• 3 1.C4.1•0451 4 cxxxxxx455 caw iodmHkei X74 ro•0aeet 3 1+02 +1+02.1 2 3 3 3 3 V Saw NOTES: 1. ANCHOR TYPES: 1- 1/4'ELCOTAPCONS 2- 114•ELCOSS4CRETE-FLEX 3- 112 STEEL SCREWS (65) 2. GLASS TYPES: A. stir LAM (tor A,.080,1J8"A) 0.5118' LAMI • (118' ..080. lir HS) C. 5/15 LAMI - (1B' 503.090, 1/8" HS) D. 7/16• LAM • (3/fr A.090.3118' A) E. 7146 LAMS - W A..090.3H/Y HS) F. 7116' LAM) - (3/16 24,090.3148- HS G. 13146LAteKi- 1B' OR3146' A. far OR318` SPACE. 5116'tA1M• fur A.J iB' H. 13146 LAMS K3 - IB' OR 3146' A. VW OR 3A1' SPACE, VW LAM • (iB' A.498. 1W 142) 1. 03/16• LAIN XII . UAT'O R 3/18'., 5/161X. 3G' SPACE. 546'UMI -(TAI' NS A& 14'14$) J. 43116' LAW 415- tar OR3/16 A, 3/06' OR 1M'5PAM. a- ctor A,.Q96.3146 A) K. 13/t6'LMM 33. 4At'OR WW*.31t8" 11 a' BPAM.716LATM• 080.awns) L 1 3148- LAM -1 B' OR lie sP111e.Mr LAN. (3/0rits oso 3W HS) 3. UNOOW ANCHOR WANTIiIES ARE PER MIAMI' TAM At. 6A36D ONUE ROLLOYIlO 43 DIMENSIONS. Fat WINDOW SINS NOTMOWN. GO TO NEXT LARGER WINDOW Pi TABLE. HEAD 8 S&L 10 1/T Mot ON EACH WE OF MEETING RAR2NTERLWE 28 3/4' MAX. FROM CORERS JAM93: S' MAX. FRO11 CORNERS AND 22 42' MAX 0.0. TABLE KEY: MTS. RAIL, TYP: QUANTITY PER JAI= g s9.LmcHoR01 lm33s ACL,{25T<Si OF (3)M4cH0 ON EACH MEETING RAIL PLUS (1) ARMOR AT EACH OPERABLE VENT PLUS M ANCHORS AT FIXED SECTION. ON ANC:HORS TOTAL AT MAD ANDSILL ( Mei.O.C. ANCHOR 5P 8' Q )L 1 E + P* E q•USTER WI QTT'Y. OF #3M (SHOWN IN TABLE KEY ) 2-6 •. 3/ M _ MK MTG. RAIL TYP. EXAMPLE CLUSTER YO QTY. OF 041 ANCHORS ANCHORAGE SF Q XOX (113-1/340) . .. ALLTL HORIZONTAL ROLLER WINDOW. ` eons 111431 • 1 4 10 `c 1P3ODUCT MOM st On9 ROO* Buildialt Celt Aittplant 1 0/6 avexac oar. Pl. R W113 8Y•e•rt •••• • • • • • • • • •• • • • • .• • • • • • • • •• • •• • • • • • •••• • •• • • • • • •• • ••• • • •••• ANCHOR QUANTME , XO & OX WINDOWS 1 1 3 1+12 +1 3 3 1+2.1 3 3 1+12 +1 3 3 1+12 +1 3 2 1+2 +1 2 _ 3 1 +C2 +1 3 3 1 +C2 +1 3 3 1+12 +1 3 1+12+1 3 1+12•1 3 1+12 +1 2 1+12+1 3 1+02+1 3 1+x+1 3 1+1x+1 3 1•13+1 3 1 +42+1 2 1+13 +1 3 1+13 +1 3 1 +12+1 2 1+12+1 3 1.12+1 3 1+12 +1 3 1.13 +1 3 1+13 +1 3 2+42 +2 2 2+12 +2 3 2+x +2 3 2+13 +2 3 1+13 +1 - 3 1.12+1 3 1, CONC 1+12 +1 2 1+12 +1 3 8 1 .3 1 +2 +1 2 1+42 +1 3 1•2+1 1 +2+ c 1 +C2 +1 2 1+CZ +1 3 1+1:2+1 1+12+1 1+12 +1 2 1+12 +1 3 1 +12+1 1+13 +1 1+13 +1 1 +13+1 1 +13•1 1+1:2+1 1 +12+1 1•13+1 1+13+1 1+03+1 1•C4 +1 2+12+2 2+1342 2+(3+2 2+13 +2 2+C4.2 2+C4 +2 2+12+2 2.13.2 2+12+2 2 +C4 +2 2+42•2 2+13 +2 2+C3+2 2,3, WOOD 1+12+1 1+ 2 +1 2.12 +2 2 2•13 +2 2•13+2 2+13 +2 2+12+2 • 041194IONS TO MOO 2, 4ONC ILA Q 8 1 +12 +1 1+(3+1 +12 +� :• 1+G2+1 1+12+1 11 M 1+12•1 1+02+1 1 +(3+1 1 +C2 +1 1+42+1 1+x+1 1+2+1 1+.'3+1 1+13•1 1+120 1 +2+1 14 2 +1 1+1x+2 1+11+1 2.12+2 2•12•2 2•43 +2 1, LONG 1+tx+1 1+x+1 1 +13+1 1+03'•1 1 +42+1 1.443•1 2+1+1 13 LI 2+02+2 11 z+c3+2 2+1342 N 2.13+2 DEEM Li 8 2+C2+ + 2 iJ LI =LI LI LIVE Q= ILI L7E�:` 3U Q 2+43. 0 Q v LI=HD "' nt.= 3�.itiiillQf`''�3tit E� tii:Q �^ z3Rtt ICA Q Q LI =NJ �i Q =V 1 fl F � .� r �iU� 2•43+2 R S f+.Q 4110 ex w NM 413!710 plgneltTYPE> 8.S128'PRATE • Z4/119009( SITE H x $8.375 *8.000 • •••• 625 • • •• S4.000 80.000 • 82.000 48.009» 38.375 • • • 28.000 50.825 54.000 MOOD 83.000 53.125 x 38.375 48.000 50.825 54.000 80.000 53.000 80.000 x 38.375 48.000 50.825 54.000 80.000 03.000 58.000 x 38.375 48.000 50.625 54.000 00.000 83.000 74 00O x 38.375 48.000 50.825 54.000 81.000 83.000 sec FA 2.3, WOOD 1+42 +1 2 1 +42 +1 1 +12+1 3 1+2 +1 1+42+1 1+12+1 1 +02+1 1+2+1 1+02 +1 1 1 1 +2 +1 1+2+1 1+43+1 1+13+1 1 +12+1 1+13 +1 2+12 +2 2+12+2 2+13+2 2+C3•2 2+13 +2 1+423 •1 2+42.2 2+11 +2 2+G3+2 2+03+2 2+03+2 2+03+2 GLASS' TYPES A,B.O,H 2, CONC S 2 3 GLASS TYPES C,D,E.F.L.Lk L ANCHORAGE SP OX AND X0 ALUM. HORIZONTAL ROLLER MOM AMC?* maikkraith the rhea 8iap Co + a AUffinla DOA 33 •x2911 55.114) ABLE NOTES: CHOR WPM 1- 114 - ELCO TAPCONS 2 EX ELCOSS4 CRETE -FL 3.012 STEEL SCREWS (G5) 2. GLASS TYPES: A. stir LAMI - (U8' A -090. WA) B. 8116' LAMI - (U8'A..090. vs- HS) C. 9. LAMI. n 118- HS) . 7116 (316 A,.090, F.7fi 8 b- HS„080.311rHS) 0.13116- LAN 141 • or OR 3118' A, stir OR 3NT' SPACE. 511r LAN • (1fM' A,. w A) H. 13116' LAIN 1G- 1/0* OR 3116- 6/18' OR 318' SPACE.8Pt6' LAAO. (IE'kW°.1m' HS) L 1 stir LAM 1G- 107' OR 3TT6' A.6TIS'OR35 SPAL:.011)"LA611•tU8'1t8.o9D.Ur HS) .1.13119' LAMI IO. t/6' CR 311• A.316 1K' SPATE, 7118' LAM1 • (SW Id.090. 31t6 K. isms-LAMER • 1111* OR 3116' A, 311W OR U4 -SPAtE. t/WO- miff A- 080.VW HS) L 13 /1FLAMI10- UA' OR3/1rA.3119.OR tie SPACE .m6• LAW - (3PL6' 113) 3. %MEOWANCHOR °HANMMES ARE PER =MEW TABLE AND BA3E0ON THE FOLLOWI N3 DIMENSIONS. FOR WO00W SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW OV TABLE HEAD a SLIt: 40 Ur MAX. ON EACH SIDE OF MEETINO RAIL CDRERME. 15314• MAX FROMO0Rt 8 MAIM 9• UAL FROU COMM Am to 1Q' MAX. O.C. TABLE REV, O 1-■4-}A6314' + RAIL (SHOWN IN TABLE HEY Ate EXAMPLE CLUSTER l�l N et N. OF ( � jEJ !ATRf601.041X11416»$UM A CLUSTER OF (3) ANCHORS maims ON THE MEETING RAIL PUTS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD ANDSILL OUANT11Y PER.tAMB t3' NON. O.C. ANCHOR SPACMG) • • •••• • • • •••• • • •• • • ••• ••• • • • •••• • • • • • • • • • •• • • • • • • • • • •• • • . .•. At MIN. 3.4 XSI • • • • • NOTE 8 •• •• • • •ATE • ...Rum 1 DETAIL :: NOTE 14N. -i . 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY OADE COUNTY APPROVED IM • Et.CO _ 1 3/T ® TAPCONS EMBEDED 1318' MIN. OR 114' 484 CRETE -FLEX 048E0E0 t 314• MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE 812 TRIP IT HEAD. g2. TRIMFIT HEAD. 11ONS IN MIAMtAADE COUNTY. USE 812 STEEL. SCREWS (GS) OR 114 CRETE FLEX WITH 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS iW jw, r•1rrY 1 THAN 11M. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN 8E I STALLED DIRECTLY TO SOLID CONCRETE. SHIM WOOD RUCKS DEPICTED AS 2 ME 1112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY anion OR AS APPRCMED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TOAtI t THE MATERIAL SHALL BEAMINIMUM TITRENGTOFEO43.TS AND A WNW OfNCDUCH. THE ALUMNA! AME R SHALL BE OF A SIZE TOPRONII FULL SUPPORT TO THE WIDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A I12SHEET METAL SCREW WITH FUL . ENGAGEMENT INTO THE ALUMINA& W THESEc14TERIAARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED IL MATERIALS. INCWD iG OUT NOT UNITED TO STEEL SCREWS. THATCCMB DITOCCNTACT WITH OTHER DISSIMILAR MATERIALS SHALL BEET THE REQUIREMENTS OF FLORIDA BUILDING cam. C: ENT ® £QITION. 2 DETAIL B FRAME HEAD SE ATE Ate. NOTE I IRNIt. NOTE 3 1 DETAIL F tJAMB TETAB.B F PA.P ; f 344' A AWL a44488TAKSA.B.C. D. &H} 1/4 TYPICAL r" E FRAME SILL SEG I»IV FA AMP EMSMENEPPOWORMINOL. lz Or � IA* , ROM way ass, Ed 1's 1 A 1,0002 Vela Fit . 44 SOW f IWMIN: (1 S KSICMU) OR PER NOTE I j WOOD ANCHOR. NOTE 2 •••• wommteewtorm NaccomL son ote, Ns VAN(' Vow DETAIL H (HEAD I 13101A. TRH. • 2 TONAL AT COWERS AND r o.C. TYPICAL COMA O.HB MOO ALAN °ETAts ALUAL H R IZ NTAL ROLLER 4 : •` R IMPACT owe rta1F re • ft r rc n ._ " `ra nevi& R—.' .t A•a pranaNap .. . ugn e7 INNiett. asik.P.4 moral Pattosi 09 u � C‘ REVIEWED REGREGISTERED A P )g ' _' 16744"" - 0 REVIEWED WITH NOTATions l- n tstlBMIT `MI ��p C orrections or comments matte ,,,,, Ahi -DADis couN i Y Ff,ORIDA 1�d: __ shop drawings during this review . 1 "'Es Y,ER Bi3T1D r .: : rice with r )$ T F1, a one. This check Is only for rovi A R S ET, SUITE 1603 BUILDING CODE OL DIVISION , fo v quirenre e , ' �,� � C SA 33130.1563 PRODUCT CONTROL urvwjun i wo conformance with the design concept of tea � FAX (305} 375 - 2908 NOTICE OF ACCEPT, ' • ` ants. The contractor is re. �' ` dale. vl de PGT Industries 3e ecting fabrication pssend of at=ri=a, 1070 Technology Drive, construction; coordinating roce his s w with thptechniques t of all other Nokomis, FI. 34275 manner. and performing his work in a safe and satisfactory SCOPE: 2 • f to • , DI ed� materials. This NOA is being issued under th rules and regulat�ns _ - ., 'glut, , . - The documentation submitted has been review i i—1 'Tad or• ,. • . ',• - k 'vision 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 AR/ (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 fads to perform in the accepted manner, the manufacturer will incur the expense of . suoh testing and the AH7 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, an d has been designed to comply with the Florida Building Code, incl • _ ? :aI " uxrIcane Zone of the Florida • • • • • • • .. • • • • .. O. • • • • • • ra MANMADE COUNTY �5` APPROVED ti , e .•• • j • • • • • • • • • ... • • • • • • • • .. .. • • • .. .. ... • • • ... • • ESCRIPTION: Series "PW-701" Aluminum Fixed Window -LMI PPR • " 1 r . •- . = • : • - '-4 titled "Aluminum Picture Window, Impact", sheets I 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 Fin Frame) into wood substrate is I" and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. • • - s LABELING: Each unit shall bear I 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 alter 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. - ADVERTISSEMENT: 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 inns entirety. .. .. . wrECt4kiA'rop t % entire NOA shall be provided to the user by the manufacturer or its distributors and.,0lL1A atfl0 'foe htsprAtion 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 - as well as approval document mentioned above. fit►= suimitted:docertatiti:was reviewed by Ishaa� Chanda, P.E. 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 dated 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 FFL -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 CERr1I TCATIONS 1. Notice of Acceptance No 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG 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. •• ••• • • • • • •• • • • • • • • • • •• • •• •• •• • • • .• • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • E -1 ks e \ .LL4I Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • • • • • • • • • • • • • • ••• • • •••• • • • • •• • 1. GLAZING OPTIONS: • • •" _ II R.1 AMIN TED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN . 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .09 e .. • 1 1 _ : s R OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 1/16° LAMI I.G. 7/16" • • •.. LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • .. R.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 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. ••• •••• • • •• • • • • • •• • • • •••• • • •• NOTES: LARGE MISSILE WINDOWS 1.1 - I , ' - •' • ,J J • • 1 2• DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. 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. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM 200gLUMINUM DESIGN MANUAL mltsla 7. 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). Hood leo Dr* 2 • - F E 300-02 .,• •, 170 1e0 (OLOGY 8 NOTE 9. ADD REFERkNCES TO NO7E6 AND ADD NOTE 7. NOKOML9, FL 94218 FJG 4/4/07 fined m4 RIG 12/1889 A RE UCEANCHORSPACING On F.K. 7/14/03 *weed Voter P.0. 3qx 1629 NOKOMIS, FL 34274 NOTES & =-�7— ALUMINUM PICTURE WINDOW, IMPACT T/Lrfb4 Batter t woaM "aw ", .e •"+v+b 4259 -4 Pw-701 NTS 1 1 -. 12 I NOA DRAWING TABLE OF CONTENT SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10 -' PRODUCT RENEWED coraPb1ea with et Florid. A Cod" 12.10 Expiration %On y '7 J v IItODUCT REVISED osraraptylag with the Floral" Ueld Code Anecplanco N• O — - 06 .,, � i4iy D a9 4 Robert L Clara. P.E. PE #39712 Strucenm •••• • • • • •••• • • • • • • • • • • • 00 0000 • • • • • • •••• •••• •••• • • •••• • • • •• • • • • 0 • • •••• • • • • • • • •• • • • • • • •• •• •.3S16IANNEALED OR HEAT .. F7RENGTHENED GLASS • • •••• • • •• . • • • • Amelia Tead Flt, Road BA FJC Dann Bp F.K. OUTSIDE Oak Oak Udr 12/1593 114/O3 OR R.� Re.bbrc RNeb°e A tea, 7116" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) NO CHANGE THBSHEET NO CHANGE 77415 SHEET are R 21 11/16° NOM GLASS BITE t 1070 7ECHNOLOGYDRIVE NOKOMIS. FL 34276 P.O. BOX 1628 NOK01418. FL 34274 3/16* ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE rt 0 Pc �T Viab Beater 1 1/16° LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 11/16° NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS n." ALUMINUM PICTURE WINDOW, IMPACT P4K781 ae.i" ea.. FU 2 s 12 I 4259-4 I B PRODUCT RENEWED b B9lding CCo the FIarH6 Acceptance fl 1 BY Mak btrisiat PRODUCT REVISED Ba C . the Florida Aaepteem 7l" Expiration Date / /1-7 Robert L Cis*, P.E. PE 539712 SfiuchRal • • • • • • • • • •• • • • • •• •• • • • • •••• • • • • ••.• • •••• •••• • • •••• •• • • • • • •• •••• • • ••. • • 'HEXAGON 60" BETWEEN FLATS AREA = 21.65 SQ. FT. • .••• • • •••• • • FAN MAX SIZE = 96' X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE =96 "X48" OR MAX AREA = 25.13 SQ. FT. FULL CIRCLE MAX SIZE = 60' DIA. OR MAX AREA = 19.63 SQ. FT. EYEBROW MAX SIZE =9•° OR MAX NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX SIZE = 60° BETWEEN FLATS OR MAX AREA = 20.71 SO. FT. i QUARTER CIRCLE MAX SIZE =68 °X68' OR MAX AREA = 25.22 SQ. FT. ELLIPTICAL MAX SIZE = 96° X a7' OR MAX. AREA = 31.99 SQ. FT. SIZE = 48' X 96° AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48° X 96° OR MAX. AREA = 30.28 SQ. FT: PRODUCT RENEWED u complying wkh me Melee Delding Cod° Z Aoeeptuue Na 6spinae.Dete ly By �7 Abed DyeMeu PRODUCT REVISED o eemptyleg with the FWtlm Daaioe Code A.a pfaeeeNe 06 Fsptntb°Drte i=7r U •. /res, And13a Raolaana UPDATE ANCHORAGE NOTE NO CHANGE 7705 SHEET Vac Oar 44V7 hea 1211603 7/14/03 Rsaskaa H kaastax A mai= ma 1070 TECHNOLOGY DRIVE NOKOMIS F134270 PNOKW 1520 r3 9fT7� PAG VOW" Barmy FLANGED ELEVATIONS n" ALUMINUM PICTURE WINDOW, IMPACT PIN-701 I NTS 1 3 + 12 4259 -4 I B Robert L Cledt pE PE039712 Structural • • • • • • • • • • •••• • • • • • • • . • •..• •• • • • . . •• • • • • • • • •• • •• • • • •• • HEXAGON Mat natM CIZE = 60" BETWEEN FLATS 'C7R'I0IAX. AREA = 21.65 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. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SQ. FT.' EYEBROW MAX. SIZE = 96'X48" OR MAX. AREA = 31.99 SQ. FT. A - 981/4° FRAME O.D. 96" MAX 50 1/4" FRAME 0 D. 48" MAX NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4" MAX. DLO RECTANGLE MAX SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. 451/4" MAX. DLO 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. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. ARCH. MAX SIZE = 48" X 96" OR MAX. AREA = 3028 SQ. FT. PRODUCT R ENEWED e°w 4 Cade the rbda. B Acceptance Mod 12. /0 Eepnth,. Date By Miami Des% PRODUCT k1.ti' ti�i:+�. p cumplyle$ with the Florida Belding Cede Aeaptmce OC. Oua:aL • ..g o >� Pander p e r FJC Amo FJC cone er FJC Dar 4th Dear 12/1695 o.. 7/14103 Rrviskag as to e Mrbhne A Crw°er ADD FRAME O.O. DIMENSIONS AND UPDATE ANCHORAOENOTE NO CHANGE 7HISSHEET Otte 1070 TECHNOLOGY DRIVE NOXOMJS, FL 30275 P.C. Is, 1620 M�, FL 94T!< �'c VLrib/y Bett INTEGRAL FIN ELEVATIONS The ALUMINUM PICTURE WINDOW, IMPACT ae°.en"e PIN -701 Saw NTS 4 er 12 4259 -4 , B Robed LClwt P8439712 Sttuttural •• • • • • • • 0000 • 0000 •0 • • •••• • •••• • •• • • • • • •• • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) 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., 3116HS, 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) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "X' DIM. GLASS TYPE 4.000. A,B,C,D • • • AREA 511500 CA,B,C,D • • • AREA 600Qo • A,B,C,D • • AREA 65.E 80 � B,C, • •••• • AREA 77,PQ4 ,l • AREA 7$50 A 82.000 • B,C,D AREA A B,C,D AREA 87.500 AREA 93.000 96.000 naval Br affis.4 Or F.K am. Bp F( Br P.O A C B,D A C B,D AREA o 444107 ache 12/19/03 aee 7114103 A C B,D AREA ae.na,a A rear WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 -80.0 14.05 SQ.FT. +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 - 80.0 19.00 SQ.FT. 34.000 +80.0 T -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 1 -80.0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 20.66 SQ:FT. +80.0 +80.0 +80.0 21.96 SQ.FT. +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 . +80.0 . -80.0 +80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASIME 130042ANDNOIES. CLEW UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WI7##12 SCREWS Dow 39.500 +80.0 1 -80.0 13.44 SQ.FT. +80.0 _I -80.0 14.95 SQ.FT. +80.0 I -80.0 18.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I - 80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80. 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +71.9 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 +80.0 -60.0 26.33 SQ.FT. 1070 WOHNOLOOYDRNE NOKOAMIS, FL 347.5 P.O. BOX 159 NOKOMIS, FL 30374 45.000 +80.0 -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -60.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. Pc 7 ibly Bdtrdr 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 30,03 SQ,FT. +61.5 -61.5 +69.5 +80.0 31.00 SQ -78.0 -80.0 -73.1 -80.0 PYK701 r NTS -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -69.5 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 l -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +80.0 m"r 5 .r 12 -76.8 -80.0 -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -80.0 32.00 SQ.FT. NOTES: A 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 U51 to 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. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT 4259-4 PRODUCT RENEWED as complying with the Florida Bolding Code Museum No £ipiratloe 044 � )) To14 Dinkiest 11000C1' REvtsED as &meetly with the Flerlda > Atcep1u Na • "..: :.0 . 9ne i7 ;'/L' i //... • A +,wan Control OP E_ Clark. P.E PE 039712 StAs anal •• • • • • •••• • • • • • •• • • • • • • • • • • • •••• • •••• •••• • • •• •• • •• • • • • • •• •••• • • ••• • 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. 7116" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/18" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3!16A, .090, 3/16" HS) D. 1 1/16" LAMI 1.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3116" HS) !WINDOW "X" DIM. 4 • • • • 54.500 A,B,C,D • • I. AREA 64000•IB A,B,C,D AREA 65,5019• L A,B,C,D AREA 41,009•1' A,B,C,D AREA 36.500 • A • B,C,D AREA 82.000 87.500 93.000 96.000 r. wm F.N. 4/407 R.H4B} LINK FK 12/1&13 en Br Orr FJC 7/14/73 GLASS TYPE A,B,C,D AREA A B,C,D• AREA A C B,D AREA A C B,D AREA A C B,D AREA Antskoc 8 4 • A IX.ra>dBr WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 [ -80.0 12.96 SQ.FT. +80.0 1 -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 DOO -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I - 80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 [ -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 . +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 CHANGE NOTE 1 ANCHORWOWRN012SCREWS -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 20.68 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.87 SQ.FT. UPDATE DESIGN PRESSURES PEN ASTM E 1300-02 AND NOTES. CLEANUP TABLE DESCRIPTION AND HEADINGS. 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 1 -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. +80.0 +80.0 -80.0 -80.0 22.49 SQ.FT. +78.0 -78.0 +80.0 +80.0 +74.0 ' +80.0 +80.0 +71.9 +80.0 +80:0 -80.0 -80.0 24.00 SQ.FT. • -74.0 -80.0 -80.0 25.51 SQ.FT. •71.9 -80.o -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOWAO£ FL 34275 P.D.OQX 1620 NO)IGMm, FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 i -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 • 29.06 SQ.FT. -83.0 -712 -80.0 30.00 SQ.FT. VLribly Better . 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. +81.5 +69.5 +80. -81.5 -69.5 -80.0 31.00 SQ.FT. B.tmvma PW [Ow. 181.4 NTS I d 12 F1L -3835 FTL -3835 FTL -3850 FTL-3850 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 -76.8 -80.0 25.50 SQ.FT. +71.8 +80.0 -71.8 -80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. +62,4 +70.5 +80.0 +80.0 +67.8 +80.0 -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 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 TO 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. tor Araks. INTEGRAL FIN UNIT DESIGN PRESSURES tat ALUMINUM PICTURE WINDOW, IMPACT o++tex. 4259 -4 B PRODUCT RENEWED as mmplyiny with the FIodd* Bolding Code Aeaepteaa No O 1Q Eaptndoe Dam ?n /L By MN n+I We Melaka PPADUCT REYIS D a edmpryiuy wpYpglhrW Relate cede Acceptance NO Expiration Daea Robert L Clark. P.E PE 038712 Structural •••• • • • • • • • • • • • • • • • •• •• • •••• • • • • •••• • • • •• • • • • • • • •• • •••• • • •••• 614 .•• 0 .• Q •••• • • •••• • • • O • SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O L I 1 LIi KEYED CORNER ASS'Y p WELD (FLANGE FRAME) I IIi L O ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX, WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED L complying 4114 the Florida Balding Colic Acceptance No OR^ U (2. lo Capitation Due 211.11249 By I t is 1.) AIWA Dads reused testeber iH.Woa PRODUCT REVISED Ra g am Maio Acceptance Net 0 Dale Rosd FX Rpm m eF Fit aa.aer Fit oaw 4/4107 Dmc 12/18454 Deft 7/14/03 R•m4 RMdeee NO CHANGE 7103 SHEET NO CHANGE THIS SHEET der Ballow: A al..aar 10701EG7NOLOOYDRIVE NOKOMtq FL 34270 P.O. BOX 1525 NOKOMl3, A. 54274 IT Vtslbly Better SECTIONS & CORNER ASS7, FLANGED re. ALUMINUM PICTURE WINDOW, IMPACT PW-701 HALF 7 • 12 4259 -9 B • • • • • •••• • • •••• • • • • • • • • •••• • • •••• • • • • •••• •• • • .• • • • • •• • ••• • • .• •••• 0 2.784" • • • • • • • •• •• • • • •••• • • • 00 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) o O �r \11 X 11 o 1111 ALONG ENTIRE JOINT 0000 WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 MAX. DAYLIGHT OPENING 2.784° VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED eowpl7lag wllh the Florida Balding Code Aarepuace %V../ f (7 IQ Eapinaoo Dale z/ f9 7 Mau Dade •��� a� Di iaioa PRODUCT REVISED 'Wing C� �a Pr41Aa Acceptance No E3 lato 5a o Rand Da Road Da Fx Rama Fx Dana, By: EX Data Data 7 Data 12/1&03 Glow 7/1483 Andaana A Ceaomer NO CHANGE THIS SHEET NO CHANGE 7711S SHEET Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84278 P.O. SOX 1829 NOKOMIS, Ft 34274 13 C1 1- • Vistbly Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PW-701 I HALFI 8 d 12 Io..neaa 4259-4 B f 7) 7 L C2wk, P.E. PE 939712 SmxSu l • • • • • •••• • • • • • • • • • • • •••• • • •••• • • • • •••• • • • • •• • • • • • • • •• • •••• • • •••• ITEM DESCRIPTION 1 2 7 8 10 • 11 •• •I2 • 1; • ••�• •• 1 • 1 • ••�•4 •••. • •••• • • 18 •. • • 20 21 22 3,..d B1 FA VeseasSA FA DWG NO. 4256A 4253 1155 4255 • 4254 • 1224 4224 • • • • • • • • 4262 Drox 414/07 caw 12/1543 " 7/ 14173 Assiskna A PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 r . .970" -1 ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 INTEGRAL. FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 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 1116" 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 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.G. GLASS,3 /16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346 —'4 .050" NO CHANGE7HIS SHEET NO CHANGETHISSHEET' OW: 1010 TECHNOLOGY OWE NDXOMIS. F1,34275 P.O. SOX 1529 NOKOMIS, FL 30270 1.875" • T Vielb 3 Bettor Ben..mde PW.701 ITEM 1, INTEGRAL FIN FRAME • MATL:6063 -T5 DWG NO. 4256A .975° ITEM 11, 1 1116 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAIL: 6063-T5 DWG NO.4254 I-- .062" Bone HALF 2.784" 2.784" MAIL: 6063-T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 8* 9 « 12 o.•ro>i. 4259 -4 2.500" rRODKC ;,s.:ceweD .1 mmphin *•&4 Tht T9+ &"Idles Co.k Acceptance No a. - .10 Expiration Dale By MY.. Dee Minion PRODUCT REVISED compybgoan the Soria BakItsg Code Meguou Date Product coeuo 06 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE WIND. X DIM. ce U a 15.0" 20.0° WINDOW •Y• DIMENSION 25.0° 28.5 30.0• 34.0' 39.5' 45.0' 46.5" 48.0" 2. 4. 1. 2. 4. XYXYXY XYXYX 9.0' r A A A N tTi N N 15' • c.i •p •• 9/9 01 en. I 1 9/9 01- I of 8/9 01. I Z/1. et I 8/901. 1 1./t 8 1 8/8 01 I _es 01. I 14 1 [ 10 5/8 1 8/S 01 1.1 It 9/801. 9/9 01 91.1E 6 918 01 811E 8 1 91/66 J e/s 01 9/9 01. 11. I 11. 1 8/9 of. I 44 1 0/9 01. 1 Z/t ti 10 5/8 I ten 14 I e/9o1 ( Z/1 11 18/9 01 1 z1. I 1 e /9o1 1 z1 T9/9 of 1 91 6Qa 414.C. ZL 1 _Z/1. L et I 01. 1 z l z/1ztI ZL 1 4/1 8 I z1. I al e t 1 11 1 z 1. Z1. LL [_ 1 et Zl 91/E 8 Z1. 91/E 6 91/6 6 9/9 6 Z1. 1.1. 1 1.1. 1 9/9 6 11. 1 8/9 6 11 1 Z1 Z/1 1.1 8/5 6 Z11. LL I ors 6 et 1 1 a I I Z1 [ 915 1 Zl •r • •g• • • 4/E 01. Z/t L WE 01 1 - 01. 1./E 01 Z/1. et 419 011 419 01. 4/901._ t 1. 1 WE 01 I4/E01 11 11. 1.19 01 416 01 _91/6 6 4/£ 01 _91/9 6 1 91.1E 6 1 91/91 8 WE O 1 11. I 41 1 tic of ( 11 1 91/918 IZ/1. 11. 1 we 01 Z/4 1.4 4/E 01. Z/8 11. 1 st/91 s I z 1 [ 4!E o1. [ Zt [4/6 of [ z1. • • • i • 91/91!1 7.1177 /1. L 91/91 141 OL 91/£1. 1.l Z/1. Z1. 91./91 111 tn. B_ 91.1£1. 141 91/91. 11. I 11. j L9N£1. 1.1.1 I swot 1.11 1.1. 1 _1.I I.9 /L 6 1 1 91/61. 14 91.1E 6 8!1. 6 91/£ 6 _91.1£6 8/1. 6 91/61 LL 14 ll 11. I 9/1. 6 91./£1 1 1 Z/1. 14 B/L 6 Z/L 11. 9 111 8 _- Z1. 191/£1. 1 1 8 /L_ 6 I et we 01. 1 TIT TI 4/E 01. 4!£ 01.) en Z1. 41£ 011 41161 4!£ 01I P19ot t1. 1 110 3/4 we 01. I 11. LL I 4/161 t/£ 01 91/6 6 416 01. 91/E 6' 91/6 6 1 4/1.6 41£ 01. L1. 1.t 14.117T 1 It 411. 6 ( Z/1. 1.1. 419 01. an 11. I 4/1. 6 1 en 1.1 1 4/1 8 - - z} 1.1 1 z1._ 1 4/1. 6 I z1. 31 /Lt 141 Z/L L 1 91414 111 O1 I 91/1.1 11.) z/1 z11 91/11 111 4/1. 8 91/11. 1.1.1 91/1.1. 141 - 91/14 111 91/14 14 1.1 1 1.L 1 1 01. 1 91.111. 11 91/6 6 OL 91/E 6 911E 6 1 4/s 8 91.11.1. 14 41. 1 1.1. o1. 1 1.1 I tie e IZ/1.tt 191./1.1 1.1 1 Zrl 41. I 4/£ e 1 Z/1. L L I we 9 1 z1. 191/14 1. 141E e I z1. 919 Z1. 9/9 LL 1 Z/L L Z/1 L 8/9 Z L B/8 1.L 01. O1 9/9 Z1. 1 8/9 I Z1. I z/1. ZL I 9/9 Z1 1 9/9 1 4/1. e 1 4/1. 8 1 8/9 Z1. 1 8/9 1.4 1 91./QL otI 8/1. 01. 1 LL j 1.L 1 9/9 Z1 1 8/9 ill 191/6101- 9/9 14 14 1.1 LL 1 14 191./161 6 9/9 ZL 9/9 14 91.1£8 I 91.16 6 91./21. 011 8/1. 01 91/£6 81./£8 81./6 6 1 91./9 6 9141. 8 6 191.191.01. 1 e/9 1.1 J 14 14 41 1 11 91/1 6 J 6 Lt 1 1.1. 1 91.11 8 1 9/1. 14 art 1.l 911£1 01 8/9 11 I Z/1 L1. 1 Z/1. 1.1 re 6 I 6 1 Z /L 11IZ/L 1.L 1 91.11 9 1 an 8 I z1. I z1. 1 1 91.191. of 8/1. 01 1 1 z1. 1 et 1 9 187/161 I Z 1 Z I _3.0° 0.C. 98.0° O.C. ZL 1 Z/1. L I e t I of z. I en. Z1 Z1. I 1 zw cn 01 1.1 et 1 Z11 OL 11. 1 1.4 1 8/s 6 Z1 9116 6 Z/1. 01. ] 911E 6 191/E 6 [ 91/1 8 1 e o1 1.1 1 11. 1 we 6 I it 1 MIL 8 I ZIl 1.1. I zit O1. zit 11 91.11 9 Z/1 14 91.11 9 1 Z1. 1 Z!1. OL 1 et 81./1.f 1 et • • • • • • • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON - CENTER (0.0.)'9* AND 'Y' DIMENSION FROM TABLE 3 (MIN. 21/8* O.C. CONCRETE SI IRSTR TE) DIM. MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR � — --- "X' 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 81/2° FROM ANY CORNER. Rwader. FJC Rend By: FX peke 4/4/07 OHc Yew 7/14413 dbd.Lnc B NEW SHEET Redd= O .ad8r peR 1070 TECHNOLOGY DRIVE • NOKOMIS. R.8e275 P.O. BOX 1529 NOKONh4 FL34274 1E1::;;F: V/sib/y Better 1 ANCHORAGE, WOOD SUBSTRATE ma ALUMINUM PICTURE WINDOW, IMPACT s"n.etwet east 2Nue �tL.frot4 PrA701 NTS 11 r 12 4259 -3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4.1/4* ELCO 884 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED "CONO1 /4o` whiz the Florida B cod. Aeceptaoe RADDO ba Date_ 21 , ai., _ Dhiakaa ti Cbnhtl PRODU TREVl9ED com1txwtluTwrW QG SokThosCoas , D It t ■ 11. ,4 Nadnm Control/ 0 • • • • 0000 • •• • • • • • • •• • • • • •••• •••• •••• • • • •••• • • • • • •• • • • • • • • • • •• TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE O va 2 Q -.> 3..4.,5 3.,4.,5 3. WIND. DIM. . •••• 6(L(j • • •••• •• •4C. •• • 1• • • • 5415" Q.C. • • 0000 05.5' O.C. 01 00 •• • • • • 10 • • 76.5" 82.0' 87.5" 93.0' O.C. Nev en FK Dena sF F.K WINDOW "Y" DIMENSION 15.0" 5. X Y 49.0' O.C. • O.C. O.C. O.C. 98.0" O.C. Dee 447 Dale 7/14/03 X Y X Y X Y m 4 co O N 0 CD O m co co 1f N N n h h h N h 7+..rbae B 20.0' m m 0 Cal c 0 0 0 al H N co 1�t 0 O O O 0 O 0 0 O O 25.0' CV m 0 CO O O m n O 4 0 m O CO 0 0) eA m CD m m m co r tD a- m O 4.,5. X Y CO m 0 r O r sr O m r N tst N 19 N V- N CV 69 r 69 N 28.5' 3. X Y m O 1(S 01 CO CO m Co m m m m 03 m m co 03 co N- 03 03 CO 4.,5. X Y Cal CO O 04 0 O CO e- 0 69 m co 03 CO m 03 m 03 a- 03 1 03 30.0" 3. X Y O m D) m m m 0 1D 03 03 1D 0 60 m m 03 01 CO Co 03 03 O 01 1s m Of 4. 5. X Y 1111 O ' O e- 171 O m N tV CD O O 07 CO m 01 01 CO 34.0" 3. X Y 03 CD m h m 03 CO 03 to h O a h co h ID h NEW SHEET 4. X Y co toi 0 04 O CO O m c�+ O CO CO m 113 O CO CV CO O CV 17 0 CO 0 m 03 113 04 N m 0 r 39.5° 3. X Y CO h 19 03 co 3- h co h O 171 h h m m to 11 m 10707FCFWIXOOYDRNE NOKOWS, F13427S P.O. BQX 16'28 NOKOLOS /1, 34274 O 40 CO O CO chi O m co m 03 m O 0 O 4. X Y C P O O 03 01 1 O 0 O O O 0 3- O r m c�3 O m CO 1 O dJ O CO tO O m 171 CO m O 5. X Y a r co 0 v O O m .4 N O O ` m 01 m PS' O O O c m Pi O to t7 O I 13 T Viably Better 45.0" 3. X Y CD Cs. h 0 h co CO 0 m CD ai CO Cal to m to m at a- m O r m CO m r m m co CO m 4. X Y 03 1`111 0 03 03 O m 03 O 0 m O CO W 3- . 5. X Y 0 19 O CO 0 0 CO 03 Ot Iro T 3- 46.5' 3. X Y m n h m h n m CD CD m 03 CO ID co co CO co co O m 03 1�t 03 co O co m 1tf co co co CO CO CO co O 4. X Y pa Di 0 co 113 co O m O ar 03 m to co 03 m m CV 3- 3- 5. X Y co Cal 0 CV 3. CD CD CD CO co in up 4. to 03 Pi 03 co CO co Cat Cat Cal ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Isege NTS 12 12 03 CO CO co co FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WID11-1 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. Rood Bp Dela $0,40.0e tal Cal CV NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.0.) "X" AND DIMENSION FROM TABLE 4 (MIN. 2118" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 5. 5/16' ELCO TAPCON PRODUCT SSIa0V00. DI 0 303plying Wtal 1.1 Bidding Code Atomism N.013-1112. ID room Dada To.cbccc c DMiao Clark P.E. PE 130713 Sniatund • • • • • • •••• • • •.•• • • • • •••• • • • • ••.• • • • •• • • • • • • • •• • • • .13 " DIA. MIN. • • x2 1/2" NAIL, • AI CORNERS AND 5" O.C. •• •• •••• •••• • W®eAUCK OR FRAMING •••• • • • ••• • •••• • INTEGRAL FIN DETAIL A •••• • fsm4ap FX w„d B,t FX FLANGED DETAIL D (SILL ONLY) Ober , 12/1303 annwer. ts,sr F C 7/14/03 & 3.5 KSI MIN. CONCRETE T CONCRETE ANCHOR (SEE NOTE 1) A, 1/4° MAX. SHIM 8 REVISE AMA UPDA7E ANCHORAGE PER CURREN7FBO % A CHANGE NOTE I AND FASTENER SPACING yep Ot" 1 3/8" MIN. &EMBEDMENT R 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278' P.O. 89X 1629 NOKOMIS F. 34274 FIN DETAIL B WOOD ANCHOR (SEE NOTE 2) A 'SEE NOTE 1 FOR ® EMBEDMENT• , 7 • • 4 • 4 Yitb4 Bauer rid. 114" MAX. r SHIM 2x WOOD BUCK (SEE NOTE 3) GED DETAIL C (SEE NOTE 3) Pw-701 1 3/8" MIN. EMBEDMENT 1/4" MAX. I SHIM T CONCRETE ANCHOR (SEE NOTE 1) Ix WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A NOTES: ® o� , Z � �s\E 1. FOR CONCRETE APPLICATIONS - , USE 0 MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8° MIN., 5116" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRET EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4° MIN. Z 11 tg�g 2. FOR WOOD APPLICATIONS tIN'rf, USE #12 OR #14 STEEL - _ S (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WH • • AL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD = • _ • . = ' 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. 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 SPAC NG•FOR TAPCONS MAY BE USED. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT NTS 10 d 12 4259 -4 WOOD ANCHOR L—.. (SEE NOTE 2) 1/4" MAX. 1 SHIM T 2x WOOD BUCK PRODu, 1 ttk.rstAt 1J as annoying with Idc F Raiding Code Acceptance No 0 R' - 11 17•I b Expiration Date.34N244 Dy 51. r. 4„ MIuaI D.de Arcf 0.• oMktoa PRODUCT REVISED COM %A the PheW %Ulm Coda L Ctatk P.E. PE 638712 Structural 0 lib 01\ MIAM COUNTY ••• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 • •• • • " pc an manner. Data 'u EDWARD TORRES, R.A. REGISTERED ARCrttTECT IA REVIEWED ® REVIEWED WITH IVOTATIo L.1 • c3 Corrections or comments made asp t submittals or shop drawings during this review do n •_,�,, from compliance with requirements Ci t � ANO RESUBMIT tu 14m • . 4 w i u 7 7 , 4 7 7 - 7 477 A T specifications. This check is only felklMespitpl SigrWaT BUILDING CODE COMPLIANCE 01c forma • ce with the design PRODUCT CONTROL DIVISION confirming and correlating a il r uant is re � 9electin fabrication processes and performing his work in a safe and satisfactory itbRIDA ,SUITE 1603 r 33130 -1563 g.+ 375 -2908 NOTICE OF ACCEPTANat , h r : nerd PGT Induces 1070 Technology Drive Nokomis, FL 34275 Scow By This NOA is being issued under the applicable rules and regulations governing tip use of conslrucdon _ materials. The do 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)4 lam[ Dad` Cr linty and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andlof 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 rte of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inch • :ill +lam sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23/04 with revision B dated 10/12106, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numb and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small IVEsslie Impact Resent 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 renewat 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 dais 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 enemy. INSp TQN: Act,p�r of this' ennt %NOA shall be provided to the user by the manufacturer or its distributors a be ava�a{1e for inspection at the job site at the request of the Building Official. This KQA O k. apittea and consists of this page 1 and evidence pages E-1, B-2 and E-3, as well as approval document mentioned above. The submitted documentation va reviewed by • Perez, P.S. • • • • • PP4 ! NOA Ne. 07-0103.02 • • Expiration Date: February 24, 2810 • • • • S, 2067 • • • Approval Dates Mardi 15, el PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact ", dated 12/23/04 with revision B dated 10/12/06, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) UnifonirStatic 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 3. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. F°TL- 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. • • .4bm tied adder !(OA # 05- 0419.03) • ▪ . •• ▪ ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • • • • •• • • • E -1 1 4,1' 1 M ue1 ' '.E. Product Con A it p n ' er NOA No. ■ i 13.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries 5. 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 outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 installation diagram alum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, 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 aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •• •• • • • • • •• • • • • • • • • •• • • • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •. • • • • • • • •• • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • •• • • • • • • • • • • • • • E -2 Man el Pe .E. Product Control r T' ner NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries •• • •• • • • • • • • • • • • ••• •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for " Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer ", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for lamination of glass ", dated 12/11/03 and expiring on 12/11/08. _F...__ _STATEM:EMSS 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. Fit- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0419.03, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites- L.M.I., approved on 06 /09/05 and expiring on 02/24/10. • • • • • • • • •• • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • E -3 Manuel Perez Product Control Ex NOA No. 07 -0 .02 Expiration Date: February 24, 2010 Approval Date: March 8, 2007 •••• • • •• • • • • • • •• • •• •••• • • •••• • •• • • • • • •0 • • •••• NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE L . GLAZING OPTIONS: A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPO BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. elm LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTAC • ' AFLEX/KEEPSAFE MAXIMUM. • C. ili5° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. • • • • D. 7116 LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E • E� • I I . G . CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16' HS). • 7 ;M'tAMI 1.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16' HS). • i 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE • g A,.075 VANCEVA, 3/16" HS). • • Fl MI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE • 1 HS,.075 VANCEVA, 3116' HS). DE$IgN PRESSURES: TABLE 1, SHEET 3. • 4. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300 -02. 3. CONFIGURATIONS: X. O X XQ (2X X)O(, XXO, OXX, OXO. )000(, X)ocQ, 0)000, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X� XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4�ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL- 4312, FTL- 4315, FTL- 4527, FTL-4528, rTL -4529, FTL -4530 AND FTL -4921. ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). HAW BF Dos ____ CHANGE NOTES 1, 4 N 7. ADO VANCEVA INTERLAYER GLASS TYPES, FJC SONS A MOVE GLAZING PETALS 42 SHEET 2AAODP TABLES TO SHEET adr Ardlekes A..d Ode RMAe"" REYPJBAM4bWA GO.AODSOBBEJ. AND &MNATE TOP 6 BOTTOM RAE. FJC WON B REVWE MOMS 4 AND 7 ADD NOT E& Astoi Dam*: o"m 044d eF Ode FJC 12/23/04 LT. 4/8/05 1070 TECiWOLOGY OPo .E NOKOMIS. FL 54278 P.O. BOX 161$ NONO1di3. R. 54274 Pc �T Ytvi* Bemr GENERAL NOTES AND DRAWING MAP talm ALUM. FRENCH DOOR & SIDE LITES, IMPACT FVT ade FULL EA1 a 11 eskok, /bc 8000-11 I B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9 -11 t uooucT REVISED m eo uplvtgwkL toe pjeWY Radom Code No —d D .02_ . .fir/.d • 2/1- Vac Loma A. Turner, P.E. PE Y582O1 Mechanical • • •• • • • • •• • • • • • • • • • • • •••• • • •••• • • • • •••• • • • • • • • • • • • • •• • • .••• • • •• • • • • • • • • • • •• •• • • •••■ • • •••• EXTERIOR • EXTERIOR c � GLAZING DETAIL 7/8" NOM. 7/16" NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS SETTING BLOCK • • • • • 7/16" LAMI GLASS W/ PVB INTERLAYER INTERIOR EXTERIOR 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 5/8" GLASS BITE GLAZING DETAIL SETTING BLOCK 7/8" LAMI 1.G. GLASS W/ PVB INTERLAYER INTERIOR EXTERIOR INTERIOR 5/8" GLASS BITE GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER SETTING BLOCK /8" NOM. 7/16' NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .075' VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS INTERIOR 5/8" GLASS BITE GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER F1 3DUCY REVISED s9 comPlfleg 1.d416e me m. Ftddlo-gCede A _ er _f .. OZ DrOR � =_lti.C1L • , r. • ass is: FX RR: DSc 41 RAS*: FJC ISMS Ske 12/29/04 Rafdas A Bosse NW SHEET. ADD VANCEVA INTERLAYER SI M*DETAR.B. 7/O CHANGE THIS SHEET 4/ 8 Nb aelesse ter* LT. 1070 TECY040IAOYDRIVE N KOMIS FL34278 P.O.8QX 1579 NOISABS, Fi 34274 Pct visibly Better GLAZING DETAILS ism ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 FULL 2 > 11 00001. 8000 -11 B Lucas A. Turner. P.E. PE 958201 Mechanical . • • • • •••• • • • • • • • • • • • •••• • •••• •••• • • • • •••• • • • •• • • • • • • • •• • SINGLE X TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H A - 7/16 LAMI (3/16"A,.090 PVB, 3 /16 HS} B - 7/16" LAMI (3/16 "HS,.090 PVB, 3 /16 "HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3116 "HS) • •• 15e- LAMI (3/16 "HS,.075 VANCEVA, 3 /16 "HS) L-giVELAMI I.G. (3/16'T, 1M" AIR SPACE, 3/16 "A,.090 PVB, 3 /16 "HS) F '716' I.G. (3/16'T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) Gr7J$' LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16"HS) I » LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16 "HS) DOOR g a • N U TION WIDTH O • SINGLE X DOUBLE XX DOUBLE XX FULL JAMB 0 FULL JAMB 0 NARROW JAMB 0 NARROW JAMB O NARROW JAMB 0 NARROW JAMB 0 NARROW JAMB 0 3 3T 3 37" 6 71 314" e 71 3/4" SIDE LITE CONFIGURATION WIDTH 36 11/16" 36 11116" 36 11/16" 30 11/16" 33 11/16" 36 11/16" 36 11/16" C,G A,E C,G w A,E C,G A,B,E,F C,G C,G C,G D,H DOOR HEIGHT 6 - 79 3/4" +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 SIDE UTE HEIGHT 6 - 79 3/4" +70.0 -80.0 +100.0 - 100.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Reed BA Ate 1bMms FJC St1S05 A NEW 9M. EXPAND TAWLE11bEYQ ,=ALLGLA.A4TTFE86 C70ffft0UWARaY$ AIWA; Aix Andes= FJC 1(1208 B LPOATE TABLE I TO AVM E 190002 Bp bee aX Ome Ordaday Oar FJC 12/23/04 LT. 4/805 7 - 83 3/4" +70.0 -80.0 +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 7 83314" +70.0 -80.0 +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +99.9 -99.9 +100.0 -100.0 1070 TECHNOLOGY DRNE mama FL 90170 P.O. BOX 15 NOKOMIS, FL 94274 87 3/4" +70.0 -80.0 +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 87 314" +70.0 -80.0 +100.0 - 100.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +95.3 -95.3 +100.0 -100.0 _ PST ' -' JY Better F0760 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 91 314" +70.0 -80.0 +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 91 3/4" +70.0 -80.0 +100.0 - 100.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +91.4 -91.4 +100.0 -100.0 bas NTS Oat 3 d 11 8 - 95 3/4" +70.0 -80.0 +100.0 -100.0 +70.0 -80.0 +100.0 -100.0 e - 95 314" +70.0 -80.0 +100.0 - 100.0 +70.0 -80.0 +100.0 -100.0 +97.4 -97.4 +87.9 -87.9 +100.0 -100.0 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT stole 8000 -11 B PRODUCT REVISED as complying with the Florida Rai4Leg Code Aacpsaaro No Fookookto Pao Lucas A. Turner, P.E. PE :158201 Mechanical .•• • •••• • • • I 3/41 MAX. • Ailss• •• •• •• •••• •• • • • •• •• • • • 7313/18• MAX. WIDTH OR XO 79 118" MAX DLO ALL 25" M DLO ,X UNITS N X XX 110 5/8" MAX. WIDTH • H 71 3/4" MAX WIDTH-1 1. CON . IONS W , LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHO - AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 1 3811/18" MAX. WIDTH 25" MAX DLO 145 3/8" MAX. WIDTH 3811/18" r MAX WIDTH 33 3/18" MAX DLO OXO OXXO (SHOWING EACH VERSION SIDELITE) PABDUCT REVISED m eampbleyg with tie F1edda adding Code AeoTAmeee -• d • + lay 02 201 O (FULL JAMB) O (NARROW JAMB) - 2/2-va 6 • • l•• • • • • •• • • • •• • ••• • • • • • •• • • • • •• • • • • • • • • • Road BF FX limosiBy FA: Realer Dam BA FJC R.t SWAG AAA 1 Ode 11123/74 RwYaee A RwYhm RaWc vadaaeA LT. UPDATES EETREFERBICES N71E324NO3 NO CHANGE 710 SHEET 4mi05 1070 TECHNOLOGY C UVE NOKOMOS a sma P.O. Box 1629 Nowlin FL 34274 Vistb& Better EXAMPLE ELEVATIONS n ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 ede f east NTS 4 all Darya, 8000 -11 Lucas A Turner. P.E. PE 058201 Mechanical / I I ke ■ .\ \ \ /, , , , • • • I 3/41 MAX. • Ailss• •• •• •• •••• •• • • • •• •• • • • 7313/18• MAX. WIDTH OR XO 79 118" MAX DLO ALL 25" M DLO ,X UNITS N X XX 110 5/8" MAX. WIDTH • H 71 3/4" MAX WIDTH-1 1. CON . IONS W , LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHO - AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 1 3811/18" MAX. WIDTH 25" MAX DLO 145 3/8" MAX. WIDTH 3811/18" r MAX WIDTH 33 3/18" MAX DLO OXO OXXO (SHOWING EACH VERSION SIDELITE) PABDUCT REVISED m eampbleyg with tie F1edda adding Code AeoTAmeee -• d • + lay 02 201 O (FULL JAMB) O (NARROW JAMB) - 2/2-va 6 • • l•• • • • • •• • • • •• • ••• • • • • • •• • • • • •• • • • • • • • • • Road BF FX limosiBy FA: Realer Dam BA FJC R.t SWAG AAA 1 Ode 11123/74 RwYaee A RwYhm RaWc vadaaeA LT. UPDATES EETREFERBICES N71E324NO3 NO CHANGE 710 SHEET 4mi05 1070 TECHNOLOGY C UVE NOKOMOS a sma P.O. Box 1629 Nowlin FL 34274 Vistb& Better EXAMPLE ELEVATIONS n ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 ede f east NTS 4 all Darya, 8000 -11 Lucas A Turner. P.E. PE 058201 Mechanical •••• • • • • •••• • • •• • • • • • • • • • • •••• • •••• •• • • • • •••• • • • •• • • • • • • • • • • •• • • • • • • • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD •• • • • •• • • • • •••• • •••• •• • • • • MAX. DLO VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR EXTERIOR up cyli FA VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX. DLO EXTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL 0 © 0 ALTERNATE VERSION BOTTOM RAIL A 0 0 A A 23 OR 2 VERTICAL SECTION D OUTSWING SILL INTERIOR MAX. HEIGHT PRODUCT REVISED to compaicg wills the Florida !Waal Coda AtergOset Na 0 Z/2-(7o6 8 FJC FJC Retvdar p.m DA FJC Dee 89606 Dee 1091201/ Dee 122,494 tserme A AnWme Awakes LL NO CHANGE MS SHEET REVISE ITEM& SHOW ALTERNATE TOP AND BOTTOM RAIL EXTRUSION. Doc U$M5 1070 TECHNOLOGY DRAT Nt 10:ACI, FL S1276 P.D. 80X 1628 NOKOM R.34274 PGT lZdbly Batttr VERTICAL SECTIONS 7- ALUM. FRENCH DOOR & SIDE LITES, IMPACT O.aIrnat mrora ' FD760 800041 s� are 1/7 15 off a.e B Lucas A. Timm, PE. PE 088201 Mepvudcel •• •• • • • • •••• • : • • • • • • • • • • • •• •••• • • •• •• • • • •• • • •• • •• •••• • • •••• • • • • • • • • • • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE •• • • • • • •• •• • •••• ••• ••• • • •• DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) • DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE NOTE: ASSEMBLY HARDWARE QTY (3), 11* FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED as eompbMg wtt6 the nark% gedding Cede Acmes= W • -. rD Data 1JGZ 7410 RAW ep laud 7a.mety. FX Pam* F.K t,sr 8Q$•a Roriolow A NODTDWDET158 SHEET NO CHANGE T83SHEET Dar 411205 Ds* ddec 12/23/04 a Rukkor a.mdar. L.T. 1O7D TECHNOLOGY DANE NOKOM1S a 34275 P.O. BOX 1570 NOKQNla FL 34274 Pc �T Visibly &t42 HORIZONTAL SECTION DETAILS T. ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDnO 1/2 6 a 11 Owavd• -11 B Lucas A. Turner, P.E PE 058201 Mechanical •••• • • • • • • • • • •• • • • • • • • • • • • • • • •• • •••• •••• • • ••• • •• • • • • • •• •••• • • •••• • FD750 DOOR(S) ITEM MVO/ DFSCRWI1ON FRAME KIT PARTS 1 8006 FRAME- HEAD& HINGEJA MB 2 8003A OUESWINGSILL 3 8004C OUT-SWING SILL COVER PGIT3 68006 68003A 680040 4 5 6 • • i 8 t 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 33 54 55 56 57 lime By FJC. • er FJL Rae48Ic Orme 4 X FJC 8008 •6007 42 . I. a • 20 • 8012 • • 2Y • X14 • •1!•tots • 7j q 017 0'4 e • •21, • tits • 27 4_IO2IB • 2t got 29 8018 30 8019A 31 8035 8039 8043 8030 8637 8045 8031 8038R 80381. 8036 8041 8042 8044 80148 80L3A DRIP CAP HEAD, SILL& JAMB WEATHERSTRIP (SOILEGAL) SCREW CLOVER INSTALL PLATE FRAMEASSFMBLYSCREW 48X 1" PH QUAD ASTRAGAL END SEAL DOOR PANEL 68003 U83337'8500 68007 68009 781PQA 48032 HEAD, SILL& JAMB WFATHFRSTRIP(SL7BFIAL) 118333778500 6/S GEARIATCH MECHANISM (ASHLAND) STRE 68012 TOP RAIL, f HRPADFDRODDFSIGN) 68014 BOTTOM RA I., (THREADED ROD DESIGN) 68013 TOP SWEEP 68017 BOTTOM SWEEP 68016 SWEEP SCREWS, 84 X 1/2" PHIL PH ASTRAGAL, ACTIVE& INACTIVE 68015 GEAR HINGE JAMB SIDE 680218 (FAR HINGE, COVER 68020A GEAR IBNC3E, BACK -UP PLATE 68018 GEAR HINGE, DOOR SIDE 68019A CFAR HINGE, BEARING 68035 (SEAR HINGE, SET -SCREW 66.32 x 1/4" (FAR HINGE MTO SCREW 412 x3/4" TRUSS HD. GEAR HINGE, MTG. SCREW 412 x 1 1/2" TRUSS 113. THREADED ROD 5/16. 18X36" 6TRODA FLANGED HEX NUT 91638 7990NUTA TRUSS (LAMP 6037834 LOLL( BLOCX 48030 LATCH ASS'YSCREWS 88 X 2" SS PHILL TR HD 78X2TPAX 6/S SHOOT HOLT ROD (SULLIVAN) STANDARD FLUSH BOLTS W/ SS ROD(SULLIVAN) SIRXIT BOLT GUIDE 48031 SHOOT BOLT CRIIDE & STRIKE SCREW 8-32 X 318' SS PHILL TR HD 1 78X76PF(X RIGHT- STRIKE PLATEAT ASTRAGAL (ACTIVE HINGED LEFT) W5U043S1 LEFT - STRIKE RATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W8110-44S1 STRIKE PIATESCREWS 8. 32 X3/8° SS PHILLTR HD 78X38PFCX STRIKE PLATE MIDDLE SCREW 6-24X 1/2" FH 7612FPTX STRIKE PLATE AT HEAD& SILL HEAD STRIKE SCREWS SS 8 X 1/2 MILL FH 7856ZAX STRIKE PLATE SCREWS WILL SS 8X 1/2 PHILL UNDERCUT FH 178X12PFHUX ACTIVE TRIM SET (ASHLAND) PASSIVE TRIM SET (ASHLAND) 871008 STANI.OSS STEEL PASSIVE LOCK GEAR (ASHLAND) TOP RAIL (LAO BOLT DESIGN) 68014A BOTTOM RA 11(1A0 BOLT DESIGN) 680138 5/16" x2 U2° LAG BOLTS 7516LBOLTX Dels 1911244 Dec 17/73104 A obokm 8 11•1961. Cwdad01 LT. A80287808008. 41 97811180. U9087E17811 ADD 17E149 3 , 80, 6724® at 401035 rum 4 6 7 8 20 21 22 35 36 60 61 4 6 7 21 22 35 36 37 60 61 70 80 81 82 83 1 84 90 91 92 93 94 95 96 97 105 106 107 108 109 DWG6 8006 8007 8012 8014 8013 8039 8028 62 8029 F 3750 NARROW JAMB SIDE UTE 8006 8008 8007 8009 8014 8013 8039 8010 ASSEMBLY KIT 80330 8056 GLASS, BEADS & SILICONE 8022 8026A 8024A 1224 DESCRIPTION FRAME- HFAD, SILL & JAMB DRIP CAP SCREW COVER INSTALL PLATE FRAME ASSEMBLYSCREW 68X I" PH QUAD ST RE TOP RAIL BOTTOM RAIL THREADED ROD 5/16. 18X36' FLANGED HEX NUT 5/16.18 TRUSS CIAMP 68X3/4" PH SQ DRIVE MC SCREW SIDE LITE HEAD TRIM SIDE LTTEJAMB TRIM FRAME- HEAD & SILL DRIP CAP SCREW COVER INSTALL PIATE FRAME ASSEMBLYSCREW 88X 1" PH QUAD TOP RAIL BOTTOM RAIL THREADEDROD S/16 -18X 36" FLANGED HEX NUT 5/16 -l8 TRUSS (LAMP 48 x3/4• PH SQ DRIVE TEK SCREW SIDE LITE HEAD TRIM FRAME, JAMB FRENCH DOOR ASSEMBLY REAM 410 -24 X 21/2° PH SCREW 81024HEx NUT 412 7( 1I/2'T1 HD TEK SCREW SUBSIIL(OPTIONAL) OIAZINO SEA LANT. DOW CORNING 899, 983, 995 OR EQUIVALENT 7/16" LAMINATED GLASS (3/16' ANN.,090 PVB, 3/16" HS) 7/16" LAMINATED GLASS (3/16" HS.,.090PVQ 3/16" HS) 7/16" LAMINATED GLASS (3/16* ANN...075 VANCEVA,3/16' HS) 7/16" LAMNATEDQ.ASS (3/16' HS...075 VANC B%,3/16' HS) 7/8" LA MI LG. (3/16" T. 1/4" SPACE, 3/16" ANN..090 PVB, 3/16" HS) 7/8° LAMI I. (3/16" T, 1/4" SPACE, 3 HS,.090 PVB,3/16" HS) 7/8" IAMI 1.0 (3/16" T, 1/4" SPACE, 3/16" ANN."075 VANCEVA, 3/16" HS) 7/8" LAMI l.G (3/16" T, 1/4" SPACE 3/16' IIS.,.075 VANCEVA,3/16" HS) BACK BEAD SLBAC]CBPAD 7/16' BEAD 7/8° IOBEAD VINYL BULB WSTP(THICK) POD 68006 68008 68007 68009 781PQA 68012 68014 68013 6TRODA 7990NUTA 6037824 78X34PST W 68028 68029 68006 68008 68007 60009 78190A 68014 68013 6TRODA 7990N1JTA 6037824 78X34PSTW 68028 68010 680336 68056 68022 68026A 68023A 68024A 6TP247 4 FD750 FULL JAMB SIDE UTE 1070 TECHNOLOGY WINE NOfKOM IS, FL 34275 P.4 BOX IWO NOXO20$ FL 34274 PGT Vlrtbl& Better PARTS UST ALUM. FRENCH DOOR & SIDE UTES, IMPACT F0780 mnc NA I 7 - 11 • vrea> 8000 -11 lere 13 PRODUCT REVISED W ORR D•9 Flaidh Ammo* .. I _4 0241 :y"" 3�.0 1 ED Pea&see Cos4td Lucas A. Turner. P P. PE 658201 Mechanical 02 • •• • • • ••• • • • • • •• • •• •••• • • • •• • • • • • •• •••• • • •••• • 1.938 - -.100 40.25 1 10- #8022 6063 -T5 BACKBEAD #8026A 6063 -T5 SL BACKBEAD • CO #8006 6063 -T6 . FRAME, HEAD, JAMB AND SIDELITE SILL • • .074 ••••1.= 3.990 2 0 • --- #8012 6063 -T6 • STILE 8.250 1 2 #8003A 6063 -T6 2 OUT -SWING SILL 1.498 4.434 21 #8014 6063 -T5 TOP RAIL 1.938 67.; #8013 6063 -T6 Vfl BOTTOM RAIL .750 / .045 .818 -- #8023A 6063 -T5 7/16" BEAD .957 I--- #8024A 6063 -T5 I.G. BEAD -►! 1.278 3.636 .075 ��► -J .050 #8033B 6105 -T5 80 FD ASS'Y BEAM .050 .4136 1 - 2.622 61 #8028 6063 -T5 SL HEAD TRIM r - 2.313 --- 1 .050 62 #8029 6063 -T5 SL JAMB TRIM -� 1.353 2.236 1 3 # 04C 6063 -T5 A O S ILL COVER 3.018 -�{ .050 #8009 6063 -T5 1.467 INSTALL PLATE .075 1.170 L .-- 2.544 26 #8015 6063 -T6 ASTRAGAL 1 -1.8121 1.000 1 #8039 6063 -T6 TRUSS CLAMP Fes--- 3.636 70 #8010 6063 -T6 NARROW SL JAMB #8008 6063 -T5 DRIP CAP . #8017 6063 -T5 2 3 TOP SWEEP L�____2 280 075 #8021 B 6063 -T6 GEAR HINGE, JAMB 742 fa .072 7 #8020A 6063 -T6 GEAR HINGE, COVER 7 40. I mo I ' tom 1763 �1 29 #8018 6063 -T5 HINGE, BACK -UP 075 2. - yI T 30 #8019A 6063 -T6 GEAR HINGE, DOOR d .311 .040 J 6 #8007 6063 -T6 6 SCREW COVER .050 .797 2.240 O #8016 6063 -T5 24 BOTTOM SWEEP PliaBITUCT REVISE!) as cessigying aim the Flerida Rake Cods A+xe 7 :J-•7 Uats 2 /2 1/ 0 ,6 Row 07: FJC Pori ex FA: RendBJe Lawnex FJC ,» 3 AAA 12/23/04 Rakbar A ReAsione asked BF LT. N'OOHANOETHSSHEE7 UPGRADE RH6 4/d85 L 1070 TECHNOLOGY DANE NOKOMIS. FL 31278 P.O. B4(1$$ NOKOA0A. F7.31274 PGT VLs My Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 1/2 8 a 11 armingw 8000-11 B Lucas A. Turret, P.E. PE 058201 Llec ardcal • • •• • • • • • ••••• • • • • • • • •• • • • • • • • • ••• • • • •• ••• •••• •••• • • •••• • • •••• • • • • • •• • •• • • — • • • ▪ • — • JAMB ANCHORS •. • HT. QTY. 953/4 " - (5) • 91 3/4" - (5) •• 873/4 " - (5) °83 3/4' - (5) • • 79 3/4' - (5) •• •• 11° ....•f , ▪ DETAIL A (CONCRETE) • ' a (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4° ELCO TAPCON 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 8" MAX. FROM FRAME CORNERS, AND AT 3' AND 6° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11' MAX. FROM FRAME CORNERS AND 18.500" MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL 6' MAX. FROM FRAME CORNERS, AND AT 3', 6", 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571° MAX O.C. Arad BA FA: Road Or FJC Ras ter WOOD,: FJC ANCHORAG - - ACING REQUIREMENTS: HEAD AND SILL 6" MAX FROM FRAME CORNERS. JAMBS 11 MAX. FROM FRAME CORNERS, 18.500' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). gkr 10119126 Ode Dag 12/23AM McAdam A wiBrime AwWe tArmder L.T. 11 18.500" MAX 0.c. 18 ° i . i --� � 11" 3° MIN. "N .- HEAD & SILL 11" _ 3° MIN. ANCHOR ATYP. CLUSTER _ (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4" - (8) 913/4' -(8) 87 3/4' - (8) 833/4' -(7) 79 3/4' - (7) 10.571' MAX- - O.C. _.IA _ 11" A DETAIL B (WOOD) PANEL) ANCHOR TYPES: 2 OR 3 807 REMOVE NOTE PERTAINING TO ANCHORAGE OUTSIDE AM COWB%. REVISE ANCHORAGE PERFHC2004ANDREVISENOTES2, sAd- 4/8/75 ATYP 1070 TECHNOLOGY ORM NO OMIS. FL 94T78 P.O. Ka 1828 Names, FL 84274 JAMB ANCHORS HT. QTY. 95 3/4' - (5) 91 3/4" - (5) 873/4' -(5) 83 3/4" - (5) 79 3/4' - (5) P"r" Viribly Brttn 18.500" MAX O.c. 11° ak•dkd* FD750 I DQI 1 1 HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. 1111 101 Illt I II II A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) ApREGARDING ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS - A (2) EQ. — SP. TYP. Belk 1/4 - r 1 Q 111 a.c 9 d 11 12' 9' 6' 3' III > 8000 -11 1 111 DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING file ALUM. FRENCH DOOR & SIDELITES, IMPACT JAMB ANCHORS HT. QTY. 95 3/4' - (8) 91 3/4' - (8) 87 3/4' - (8) 83 3/4" - (7) 793/4 " -(7) 1111 01 1 11" 10.571' MAX _ O.C. PRODUCT REVISED m eomp93derrk6 tee Florida Cods nirOTIODfs DAD ( /06 Woes A. Turner. P.E. PE 088201 MechaNcat MP I ••• • •••• • •• • • • • •• ••• •• 3.4 KSI MIN. OONCRETE 4 • 1/4" • •SWN I •••• • • •• • • • • HOR (NOTE 1) CONCRETE ANCHOR (NOTE 1) : , , EMBED. SEE NOTE 1 1/4 "J MAX. SHIM \ A • . EMIBED. SEE NOTE 1 1x WOOD (NOTE 3) 1/4' . IIIIIIIIIIIIIIIIIII IIIU II�'. 1 111117 . - I WVWYW SHIM tk.- & SIDE LITE JAMB & SI • WOOD ANCHOR f T 2x WOOD (NOTE 3) A 13/8" MIN. CO RETE ANCHOR (NOTE 1) 1/4" MAX. SHIM -- ''-'I LI � E BOsimanniaisassitasal WOOD A ANCHOR (NOTE 2) TYP A 1/4" MAX SEE NOTE 5 GROUT, i • EMBED. EE NOTE 1 3.4 KSI MIN.• .• ; CONCRETE OR1.5 KSI '•'••'.:+ MIN. CMU "••:• •.. x WOOD r. OTE 3) ' 1 CONCRETE ANCHO (NOTE 1) EMBED. A SEE NOTE! & . A • EMBED. NOTE 1 •• ,. •: _, 1 /4 "MAXA UT SEE NOTE 5 MIN. CONCRETE A ANCHOR- - (NOTE 1) (N OTE 2) EMBED. SEE NOTE 1 • t, J A •••• • • •• • • • • ••• • ••• • • • • • • • • • • • CO. Rwa iiT FJC Fde Reader 3.4 KSI MIN. A CONCRETE 2x WOOD (NOTE 3) A WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD FJC Awe 32 Ate Offs MOOS OMs Aft 12/13104 Robb= A RerHne 0 Roark= OVATE M'GAORADEA74NOTES coxledi r DIIe LT. 4/3105 OTE 5 1/4" MAX. SHIM '� ® • A . 3. KSI MIN. CONCRETE . • .. UPDATE SHEET REFERENCE NOTE 4 AHD ADO OO MIEROROUOWU6 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) <:] EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1070 TEINVOLOOYDANE NO OOWA FL 34278 P.O. BOX 1518 NiOROA08, F1.34274 POE Vts/bly Barre ANCHORAGE DETAILS n: A 1/4 10 d 11 3.4 KSI MIN. •:• CONCRETE •• TYP. DOOR SILL • • '•:: •• ■ 1/4" MAX SHIM •-•— TE SILL • 3.4 KSI MIN. A ` CONCRETE 8000 -11 2x WOOD (NOTE 3) A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114' TAPCONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4" TAPCON -1 3/8 ", 1/4" SS4 CRETE -FLEX - 13/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/Z" 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). 4. FOR ATTACHMENT TO ALUM: THE MATT SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON SHEET 9 MAY BE USED. 5. 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. ALUM. FRENCH DOOR & SIDE LITES, IMPACT B INTERIOR (ALL JAMB SECTIONS) EXTERIOR Mill= REVISED compkeisst with the Florida Cads Rio Cr:- /2x/06 Lucas A. Tlaner, P.E. PE 068201 Mechanical CONCRETE ANCHOR A (NOTE 1) •••• • • • • •••• • • • • • • • • • • •••• • • • • •••• • • • • • • • • • •. • • • • •••• •• • • • • • • • •• • •• • • • • ••TQf RAIL, LAG BOLT DESIGN • 1.938 8.250 O #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN 1 .125 O #8056 6063 -T4 SUBSILL, OPTIONAL ••• • • • •• • • 1I4° MAX. GROUT, • BEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 3KSI MIN. CONCRETE ••: • • . 1/4° MAX. GROUT SEE NOTE 5, SHT. 10 1 3/8 MIN. • WOOD ANCHOR, SEE NOTE 2, SHT. 10 OPTIONAL OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE CONC SEE 114° GROUT, SEE NO - , SHT. 10 'EMBED. SEE _ ,NOTE 1, SHT. 10 3K MIN. CONCRETE —t • • 114° MAX GROUT SEE NOTE 5, SHT. 10 EXTERIOR INTERIOR [> (ALL SILL SECTIONS) WOOD ANCHOR, TE 1, SHT. 10 1 3/8° MIN. ". • EMBED. SEE • 1 MOTE 1 SHT. 10 OPTIONAL r1 OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL DOOR SILL ANCHORAGE PL3ODUCT RISED f `�PC .nth EV Fl, rkfa � Ke •• —0 02 1 7--/-2-/ /06 Sr Mawr Ogle RAW BA We FX 101PA• %w Bo. Own BA DMA FK 12/23/04 A B Vow 4/8A75 LT. UPOA E&IffT REFERENCE ND7E4 AND ADO 0C11MAwAY1ERSOR/xAGRAMS NEW SM..ADO SUBSd1AADALT0WATE TOP 6 BOTTOM RAK EA7RfJ6PONS. MVO TECHNOLOGY DRIVE NONE, FL 54273 P.O. SOX 1619 NOKOMIS FL 34174 Wsfbly Better ANCHORAGE DETAILS n ALUM. FRENCH DOOR & SIDE LITES, IMPACT s°wvmfat FDT50 sas 1/4 11 d 11 twpx° 8000 -11 LAMS A. Turner, P.E. PE 858201 Mxhe,tlnel CA CA‘ap% ■ 1104. MANMADE �� i t eta ' psi" check is only for revie w V he design concept of tear. prop act docurn nts. The contractor Is responsib confirr,nin NOTICE OF ACC' BUILDING CODE CO PRODUCT CONTROL • . .. • • • • • • .. .. • •••• . • .. • .. • • ••••• • • • • • • ••••• • • •••• ••• • • • .... • EDWARD TORRES, RA. REGISTERED ARCHITECT ' REVIEWi:D e � 0 REVIEWED W1TH NOTATIONS 0 F3E(7. - a Corrections or comments made on :;;; . ..-.nt su shop drawings during this review dry nc, ; :• ;;r,rc from compliana:e with requirements of then ctr wi ting all quantities and dime Theo subilitted titscummationewas by Jaime D. IC‘ ) SCIC 0 REVg3ED AND RESuemn GTbdustries co + rucicom coordhlating his work with that of all other X077,reL'chnOleJgy Drive trades and performing his work Ina fe and satisfactory Nokomis, FL 34275 ,remner° &Oi?E: Date • / • / e This NOA is being issued under the applicable Arles and resoledons r,,. S ∎• # , , o> materbda The documentathm submitted has been reviewed � � � � o� areas wig allowed by Dade by the Board of Rules and Appeals (BORA) the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The kliami-Dade Courny Product Control Division (In Miami Dade Colmty) and/or the AM Cm areas other than Miami Dade County) reserve the right to have this pa+oduct or material tested for quality assurance putposes. If this product or material fails to perform in the accepted ate, the manufacturer will incur the expense of such testing and the AHJ may irnme diately the use of h product or material within their j�on. BORA reserves the regbt to revoke drys s acceptance, suc revoke, add ProductContro1 Division that this product or if it is by County dal fails to meet the requirements of the applicable building code. This product is approved as dead herein, and has been designed to comply'skh the Plc Lida Building Code, DESCRIPTION: Series 1"X heavy Wall Aluminum Tube Clipped M°ill°A L. . a4t4 r i r : = 1. rt. .,, Alundmurn Tube Clipped . Mullion*, sheets 1 through 7 of 7; dated oe OS/006, prepared by P T Industries, signed and sealed by Robert L. Malt, P.B., bearing the bfanri -Dads County Produce Control Renewal Stamp with the Noire of Acceptance number and expiration date by die Miami - Dade County Pmduct Control Division. MISSILE FACT RATING: Large and Small Missile - LABEeI!il(NG: Each unit shall beara label with the manufactunes name or logo, city, haulm R and ENEWAL following statement l�lami•Dade County Product Control Approved*. WAL of this NOA shad be cousidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performs= of this TERMINATION of this NOA will occur after the expiratloa date or if them has been a revision'or change In the materials, use, and/or moumfacture ofthe product or proms, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purpose's shall automatically terminate this NOA. Fa'hne to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE: The NOA number preceded by the words Miami-Dade County, nd followed Florida, o ida. by the explratlon date may be displayed in advertising literature. Toy poncho of the NOA is displayed, then it shall be done in its entirety. disbdebutors SCI ION: A copy of this entire NOA shall be podded to user by or and a, le or �.on at the job site at the moat of the Buis O vial. its Th1s NrYit. ret neprsunrl wises *DAB 04-0528..05 and consists of this page I and evidence pages E-1 and &2, as . well above. COUNTY, FLORIDA as FLAOLER BUII.D1NG STREET, SUITE 1683 FLORIDA 331384563 375.2401 FAX (305)375.2903 11223001E4830121111118M NOA No 06-0125.07 Expiration Data June 28, 2011 Approval Date: July 20, 2006 Page I PGT Industries A. DRAWINGS and sections. 1. Manufacturer's die drawings Elevations Aluminum Tube Clipped 2. Drawing No 6221, titled "1" Heavy Wall, Mullion ", Sheets 1 through 7 of 7, dated 04128/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. T FB TAS 202 -94 1• Test reports on 1) Uniform Load Static Air Pressure Test, per C, 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test,pet FBC, TAS 203-94 along with installation diagram of a pair of fixed alum windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" FBC, TAS 202 -94 2. Test reports on 1) Uniform Load Static Air Pressure Test, per 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 1x 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" Test, FBC, TAS 202 -94 3. Test reports on 1) Uniform Load Static Air e� A 201-94 2) Large Nfissile Impact 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 1x 2 x 3 " wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C CALCULATIONS with FBC -2004, 1. Revised Anchor Calculations and structural analysis, complying o by Robert FBC-2004, prepared by PGT Industries, dated 05/30/06, signed P.E. •• ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • ••• •. • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • •• • • • •• • •• ••• • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • ••• • • • • • •• • • • • • •• • E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06- 0125.01 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 1. Notice of Acceptance No. 04- 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. (thief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 1• •• • .. .•• .. Ir . • —•=1-. �_. I • = I • • • 0 •• ,• • •• • ••• ANCHORS DETAIL - Er. C OR D AT BOTH ENDS AP dr BOTTOM • • • •••• • •• • • •••d•• ••• ••• • ••• • • LUONS MI) M2) W WI +W2 H - H1+H2 (2) WINDOWS MULLED WJONE ABOVE r FOR 0ETERIANWO MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACES 5. 6 & 7 MAX OPEN - H OR HIt12 NULL LENGTH - W ar Wr +W2. MAX OPENING - W OR WNW MULL LENGTH - 117 ANCHORS DETAIL A DETAIL A NB) M4) ANCHORS DETAIL V. V OR "o' AT BOTH ENDS AND AT BOTTOMS avo II r ; I,J.•10or •,C'7 !! 7 4 MULLIONS ANCHORS DETAIL 'B ; OR 'D' BOTH ENDS I 1 D W - W1 +W2 UWON 1 DESIGN OM P MAX MULL TO BE USED mu WITH PGT INDUSTRIES PRODUCTS IGa q VS0/08 5 & 6 F. F.K. Lip MOS cC 0L REFS. 9111110 PAR 4 28/00 1 HEAVY WALL ELEVATIONS W - W1+W2 +W3 H •. H1+H2 1,31PLE WINDOWS MULLED w /ONE ARM FOR OLTOU&ING MAX ALLOWABLE DESK PREP SEE TAB ON PACES 5. 6 & 7 M A X O P E N I N G - H DR H1 +H2 MULL LENGTH - W a1 W1 #W2#W3 MAX OPENING - W1402 OR 62 #W3 vt Clark PS, P6/1 Wastutal MULL LENGTH - Ht I. THE .33 I /3R STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT FOR ANCHORAGE TIP& 2, 3. 5. 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF Mar BE MULLED TO A MAXIMUM_ OF (7) UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATLONSS, 4. REFERENCE - TEST REPORTS: FTL -2902. 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01. 03- 0225.05 ANS7/AF&PA NDS -2001 FOR WOOD CONSTRUCTION _! ADM -2000 ALUMINUM OESIGN MANUAL J r 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS. MUST BE ANCHORED. PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. ANCHORS . DET'AR. E V" DR "0" BOTH ENDS FOR DETER MAX ALLOWABLE DESIGN PRES= SEE TABLES 011 PAGES 5. 6 & 7 MAX OPENWG - W OR W1+W2 MULL LEAH - H 1070 TECHNOLOGY (NNE NOKOMIS 34275 P tpwaoor. tl l � QUANTITY AND LOCATION, REFER TO SHEETS H •• HI +H2 NOOW MULLED MAX ALLOWABLE SEE TABLES 5.6&7 • H OR HU4I2 -w PRODUCT ILEKEWZD ` ai44edfulr Ateeptuat I 0? ALUMINUM TUBE CLIPPED MULLION s NTS �� 1 . 7 I 6221 N '4I Y.I 4. 3 • PGT Ix MUL MULLION CUP. CUT FLANGES OFF CLIP TO 6 • • • tI M • AS SHOWN • PQT Ix M • 0pp r , • • ..JYPICAL MUZ &IDM TO MULLION INSTALLATION. DETAIL "A" • • • • • • •••• •••• • • • • • • j • i•• • • •..• • •• • /12 FH POT 11 14LZ TON ON OPPOSITE Nor TO � NOTE 12 FN SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE WITH &ICH S i O ) 112 scaly. SEE NOTE 3 PCT JYPLr.: lk .LI iatt .TQ ,,STaCWRE WITH N0 E9 WOOD _BUCK. DETAIL 8" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY 1N/AMI -!JADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE: FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EMT IS 2 1/2' MIN. EMBEDMENT: TAPCONS 1 1/4' CRETE -FLEX 1 3/4" 2. FOR Wow APPLICATIONS USE 112 SCREWS. ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 I/2" ® ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR NULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. OUANTITY OF PINNING SCREWS FOR MULL — TO —CUP TO BE HALF THE OUANTITY OF ANCHORS FROM CUP— TO- OPEiWNC (MINIMUM OF 2 SCREWS PER CUP), 5. jmearMAT OUANTITY 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 APPUCAVON. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL 91 CONTACT W1111 ALUMINUM TO BE PAINTED OR PLATED. 8. REFERENCE TEST REPORTS: FTL-2902. 2903 AND 2975. PCT Ix MUUJON -- S FtdePE 97122 P & WOOD BUCK 2 (T SEC 1 NOTE I ? '. •, .. aI I ON _7 } 0_ STRUCTURE BMI WOOD BUCK REMOVED FROM CONC. DE TAIL C r OR 4' therno SEE NOTE 1 T �✓'� IND ES F N 34275 P.O. BOX 1325 A 34274 BUCK g 3 Y OR4" TYPICAL,MULLION TO STRUCTURE 1 � i WOOD BUCK AND CONC.. DETAIL D /12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR NOTES 1 & 3 /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED sem WITH PGT INDUSTRIES PRODUCTS Staiskria MOAB 0410WYMEMS �10 x ALUMINUM TUBE CLIPPED MULLION s«r.�/v.e a Soda 9A..9 i0.•• MULLS NTS L 2 r 7 6221 MASONRY ANCHOR. SEE NOTES 1 & 3 )1144;21 ly c-.4o'rhero. emu P.J.P, _ 438/0 0 r HEAVY WALL, CLIP IIISTALLATION DETAIL .1.. • • . • • • • • • f" MULL CLIP • • (Welt OPEN/W • . EXTRUSION DWG PM 1 T- 1.141.141.- We ABS REMOVED (CUP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR IN MULL MULL SIZE 1 •l• 3 J /18 • • • • • ... • • • . .. • .. • • • • • al TWO (2) ANCHO . OCATIONs i'VW* LAJ 0 ONE (1) ANCHOR 0 TWO (21 ANCCIOR ION =OW .NOTES: 1. AMMO QUANTITY OF ANCHORS SHOWN ARE FOR PICTORL4L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHIMS 5. 8 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. 2. 3/8 M1N. EDGE DISTANCE APPLIES TO ALL DIMENSION DIMLWSION SHOWN AS MAX. J. WERE= TEST REPORTS: F'TL •2902 2903 AND 2975. MW.TYP. FOUR ()„ ANCHOR LOCATIONS (2)EQ.SP® (A - J /4)/2 � IMEE(1) LOCATIONS RIbPE Ck°2. P E. PE t g I2 T IN DU E mamas. 5 P.0 802 152* H et 34274 .TYP. (4)EQ.SP.® (A- J/4)/4 reA SIX (6) ANCHOR LOCATIONS PI ®f E (5) ANCHOR J OCATIONS TO BE USED Mr WITH PCT INDUSTRIES PRODUCTS . ° riwas ma stir " 7:17 5 /oa c A� OTLaTT P.J.P. 48/0 _ . a�tr� 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CUPPED MULLION SwasIMPIeb MULLS I NTS 1 3' 7 1 6221 .... • • • •• •• • .. • • • • • • • • • • • • • •••• .. ,. • • .. . • • . . • • . . • . • • .... 1 .. .... . . ., • • • • • 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r• pi . 4 Ft Pt. IWO UMW R. 34275 PA XIX ,5,, meow f► 34274 TO BE USED _ONLY WITH P ' USTRIES Own 428/00 HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION ANUS X j 4 •► 7 f " 6221 I D 1 CHART 2. • 1x2.75x.375 S 170 KOKO MI I + 101 115 &J •III E %ER NM Mai IMMO SDI �� LZ • ►iI Ufa 62 62 0 O LI 54 EMU MOM 111:111115111 170 88. 67 38 67 38 25 (2) A ( 30 ( 57 30 (2) A )8 3) ▪ B • 135 50 40 32 28 ® ® (3) A ( 8 ( A ( A ( a ( ( (3)B ( 170 170 170 170 154 170 170 140 170 185 126 153 118 101 107 99 90 90 85 77 77 54 49 49 50 45 45 40 35 35 32 28 . 28 28 23 23 18 18 16 1=1111==== (2) A (3) 170 150 136 100 (3) A (3) B 170 170 170 148 100 84 (2)A (3) 8 170 149 (3)A (4) 170 170 KU EMI 11101 WA LSI Ma 80 170 (2)A (3) 8 170 118 (3) A ( 170 EJ 170 NM MO 1112 170 (2)A (3) 9 170 149 Ell REIM KM Illal 76 (3)•A (4) 9 170 170 170 78 170 149 118 (3) A ( 8 170 170 170 76 (2) A (3) 8 170 92 76 Ell 1E3111E31 a 13` ® Mail alai liaLI NA 11011 11311 ICI NMI ICH 111311111:11 NMI= MI 111:111 Mal 32 28 54 32 50 38 ICI 48 36 16 26 16 36 32 ROI ROI 15 QTY. & TYP. ANCHOR CUP TO OPENING CUP TO . rn • • 66 72 76 78 84 90 98 (2)A (2) (1) 142 20 70 (2) A (2) CO 134 80 (2) A (2) (1) 9 130 -T Mal Ca ILA MAIM/ C7 MAMA Mil ICA MI Mil )ff:31 IVA E MI MAIM{ Mal M*Mil M7MI E I J E311 40 Mil ROIOl 7AROI 80 (2)A (2) B (1) 130 64 Ea (2) A (2) (1) 130 63 (2) A 2 B (1) 130 62 HHHH 22 120 (2) A (2) (1) 130 62 28 20 130 (2) A (2) 8 ( 1)8 130 62 26 20 (2)A (2) B (1) 130 99 Mil )a 22 20 MI Mil (E� 22 ilia ULU MAI iii 16 1 MN 18 d11131011EMd0 Mil )ndoadrle31111111112111111 101O dtssdd ECM NMI CHART 1. - x2x.375 QTY. & TYP. ANCHOR CUP TO OPENING CUP TO MULL ea 42 48 50.625 64 60 63 se 72 76 78 84 90 96 50 (2)A (2) (1) 155 94 ss so 38 32 30 24 9 16 60 70 80 OPENING WIDTH IN INCHES OPENING WIDTH IN INCHES 90 100 110 120 fi. E sc 1a 130 160 Imams. n. .74275 •a laXt 13211 lawnws. R Ja2T. (3) A (4) B (3) 170 170 170 141 92 76 83 44 38 32 24 19 15 pass era P.J.P, s/os 4 a/Oa 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CUPPED MULLION 108 111 23 23 19 19 17 17 15 SEM 1. AL4 JMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING MX FOR MULTIPLE UNITS. CONSIDER ONLY TWt? ADJACENT UNITS AT A 7?ME SEE SHEET 1. .3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4' TAPCONS. EMBED. (1 1/47 OR 1/4' S$4 CRETE — FLEX, EM13E0. (t 3/47 B. /12 SCREWS S. SEE ANCHOR SPACING DETAILS SHEET 3. I TO BE USED anr , n WITH POT INDUSTRIES PRODUCTS So ros MIC WS sift Vertical Mull rn i Width Horizontal Mull 1 ad —I gth Multiple Mulled Units Mull Length ` Width —MAW) RIVSONS CHART 3.- 1x2.75x.650 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 60 60 70 80 90 400 110 120 130 CUP TO • mil A (2) A (2) A (2) A (2) A (2) A (2) A OPENINS (`% t4) B ( '(4 ).B C B (4) 13 ( B ( 4) B ( 8 (4) B C3) B (4) B ( B (4) B (3) 8 (4) B " • • • now C1)g VP3 C2B (2 8 (2) B ( B (2) 8 ( B ( B (2) B (2) B (2) 8 (2) B (2) B (2) B (2) B (2) 48 . Win • • 4 . • • r.. • •• 76 End Withal Mai ILO! ILE MINIM! nm57 170 143 54 48 124 118 108 122 99 99 114 92 93 107 86 81 81 73 50 50 44 40 40 36 97 73 81 67 07 WA 11E011E11 IKEA 108 Kai 108 LEN 95 81 J Wall NON II I ka 123 109 103 63 FIN 11111111 `ti 30 3 NEI EJ . 26 IRA 82 60 123 ISM 131 141 100 91 80 47 43 90 96 108 111 78 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 :l10 160 • 0 148 1 189 141 181 44 31 44 31 28 26 29 29 24 24 33 23 138 20 18 21 21 18 18 17 17 18 IS Vertical Mutt 1 Mu0 Horizontal Mull Muitipta Mulled Units 157 137 157 18 17 17 15 Length .C R bM dal', P.C. PC /387'2 5l.uehonl 15 137 157 1 070 1gdWCW0r Dent IL .U24 P.O. 801 1820 NOICOADS. R 34274 46 42 (2) A (4) B (2) 48 Demos 102 P.J.P. 160 (3) 8 (2) 137 167 137 157 46 s/as 4/ 8/00 (2) A (4) B ( Alias 1 NTS 45 42 40 40 1. MAXIMUM ALLOWABLE PRESSURE 14 PSF 2 DESIGN IS BASED ON OPENING W/DTH. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4' TAPCONS, EMBED. (1 1/47 OR 1/4 SS4 CRETE- -FLEX. EMBED. (1 3/4') 8 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY wrg WITH PGT INDUSTRIES PRODUCTS . ` /08 ArrEfie MS Sir 41 o 1 " HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION Sheet d 7 1 6 6221 CHART 4. -1 x4x.375 QTY. & TYP. ANCHOR 60 60 70 CUP TO (2)A $A OP i (4)B (68 1 Z COP TO fir]] 70 Rift 170 1E1 Nita IMF MEI SEW gitZ !WAKES 160 SEIM 144 N+] 170 KM 128 112 92 59 138 II 92 84 59 111 95 54 50 148 117 95 170 170 108 98 82 1111, 11101A Kid NUM 43 170 170 70 70 70 10 70 170 169 170 143 170 133 165 110 129 99 102 90 82 74 87 60 47 42 43 38 170 I 10 CA 170 LI EA 1° WEINUENNWA EA 17(1 1 c - itililT:r gaal __ Ea NUN M 84 120 mamma 80 1111111111011 102 KEA NUM NEM 83 Kama" 62 6 ga 111211111011 MLA 111.311112111E111 lea MR KM 126 116 74 38 92 54 34 54 60 170 170 93 73 47 29 170 170 80 69 170 170 10 70 89 69 54 • 90 Ma EIS 98 (5) B' ( b. 170 170 (2) A (3) A (2) A (4) B; ()B (4) (5) 8: (41) B (5) 8 170.70 170 (3) A (6) B (5) 170 80 90 100 110 (2) A (3) A (2) A (3) A (2) A (3)A (2)A (3) A ( B ( B (4) 8 (6) 8 (4) 8 ( B ( 8 ( B (5) 8 (5) 8 (5) 8 (5) 8 (5) 8 (5) 8 (5) 8 (5) 170 170 OPENING WIDTH IN INCHES 170 170 170 170 1•0 170 170 120 • . 1 30 160 (2)A (3)A (4)B (8) ( 8 (5) 8 4 ) 8 170 170 170 17 157 127 118 105 89 81 78 68 52 42 28 • (6 )JR (2)A (3) A 6 ) ( ( (5) B . (TB (5) 170 170 170 170 170 170 170 170 170 170 157 170 70 127 170 165 116 185 144 05 144 1 2 88 111 95 79 93 87 75 84 66 62 62 52 48 48 42 38 28 25 25 26 23 23 .1411 V 1 ••: 66 • 12 76 78 108 111 144 27 22 22 19 19 17 15 NOT S: 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 FTL-2902. 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED (1 1/47 OR 1/4" SS4 CREY' FLEX EMBED. (1 3/47 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS agroau4. a, 54273 PAL Mr r$21 aar,c at 54274 ff 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION sa.dwrt s..w muds 'Dream*. Mta1s ) NTS 7 « '7 1 6221 • r • ern, a , d6�aR