The URL can be used to link to this page

Home My WebLink AboutBLDG PERMIT #5665 City of Cape Canaveral, Florida BUILDING PERMIT )5665 PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 PERMIT INFORMATION i LOCATION INFORMATION PermlfjEs665 Issued: 3/31/2008 I Address: 7605 RIDGEWOOD AV Permit Type: WINDOWS & DOORS I CAPE CANAVERAL, FL I Class of Work: 434- Add.lAIt. & Reroofs Res. I Township: 24 Range: 37 Proposed Use: Condominiums (R-2) (3 or More) I Lot(s): Block: SectiolJ: 23 Sq. Feet: Est. Value: 112.501 Book: 3 Page: 7 / / Cost: 4,500.00 Total Fees: Subdivision: RIDGEWOOD CONDOMINIUMS Amount Paid: Date Paid: I Parcel Number: 24 3723CG 39 707 CONTRACTOR INFORMATION - -- -- - - - ------------- ----- OWNER INFORMATION Name: MCDONALD, RICKY Name: BAKER, JOSEPH WAYNE Addr: 2109 SOUTH US 1 Address: 429 ROCK LAKE DR ROCKLEDGE, FL 32955 ORLANDO, FL 3280500 Phone: (321)636-1447 Lic: CBC043562 Phone: W(lr:Ic[)~~~: .Rl::e'=Ag-,::""If'JPQ""~(~f'JIT #7-1) PER SUBMITTED~eI::CIFICATIONS ___________,_,_,.,_"."'."._'..^^._M____._________________, APPLICATION FEES BUILDING OVER2K 75.00] PLAN REVIEW OVER 2K 37.501 I I I I I I I I ! ! I i I I I . I I I I 1 I I I I I 1 Final Inspections Required -~'-'- . I ! I ! i I I I I I I I I I I I I i I ! I I I I I I I ApPLICATION ACCEPTED BY: PLANS CHECKED BY: APPRuVED BY: I NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR I NOT. GRANT!NG OF A PERM!T DOES NOT PRESUME TO GIVE AUTHOR!TY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER I STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. , WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF I COMMENCEMENT. 04!04!2@08 1@;52 AM ~801428 Total Amount /lm/lL.,_-L qh/~ <p"V "v'""'I/~UEDBYitATE --.ff-'.8~ . 1/ CITY OF CAPE CANA VERAL BUILDING PERMIT APPLICATION Pennit# (321) 868-1222 City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 You may download this application: \vwwmvtlorida.com/cape. You may fax to: (321) 868-1247. All applications must include the backside of this fonn. Important: Please complete the checklist on the back of this fOlm and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (Contractor Owner-Builder is required to sign tor the building permit, unless indicated otherwise by affidavit. l.D. may be required) Address of Job Site: 7(,,05 (2IC\u\b":vOO!J... A-v--z-1 cG ~ (-,1 Zoningc1assification:_FloodZone:_ Legal description of property: TWN: ~RNG: _SEe: _ SUBD: BLK: _LOT: _PB: _ PG:__ Property Owner Name: .....50';"-17 h fv:.) "'1 hL (~" b e... Phone: Address: I-\.;~Cj r;;Zodt. I L41'u IJyzX\r(. 01/ to,-lr..pto Pi S;;;:'-lfO S Fee Simple Titleholder's Name (if other than owner): J Address: Bonding Company: Address: MOltgage Lender: Address: ..J Type of Permit Brief description of work: J Buildin '" I Electrical Plumbill Mechanical Other I T 'pe of Const. Occ- FPL lines City Sewer Will this 1.1 ).. Square Type upancy currently anilable structure i#of. i#of i#of i#of Valuation of work I" Bwldlng Feet (lA, Group available to to serve have built-in stones <lwel- water (pl"as" under VB, (B,Rl, serve this this gas. II":;.. closets I I indi"ato as roof tot") t:tc.) property? property? applianc\lS? UJl 1 applil:ablo) YeslNo YeslNo Yes/No 20mmercial . . $ V SFR ... $ L!5t;;o 0 ~. I I fO\\-l11ouse $ Apartment $ .. -- lCondominiun $ pth~ . $ I ArchitectJEngineer Name: __ Name of C()1llpany: I I Address: I i State License No.: Phone (otlice): .PMne(celllpager.): Fax: I P . C N ---= . r: . . . "\ C N... . ; . !. N . l' C. . .. 7.'!;::" ^ ,'"' (. r .,..-' nmary ontractor ame: f'\ ( C '<::'\.I ,\':: , . I It. Id (l\"..GClO\- . ame o <ompany :- ~\cK 'I. ',-,1\ \.i'; \) c,'o..C{ . (Y ( ...J,n <> I Address: ,;2\cq Scrilvl-'h v,--S .1- .... . .. .... ... .... ' State License No.: C.13c..O'-\ 3S(;,.::l.. .Phone((ifiice):.b;~ (.".~ l':fY7 Ph()lle (cellJpager.): Fax: (#,3 \ - S Q 7S Electrical Contractor Name: Name of COIllPlll1Y: ~~: I I State License No.: Phone (otlice): Phone (cell/pager.): Fax: . Plumbing Contractor Name: Nan:e of COIUPanY: Address: I State License No.: Phone (otllce): Phone (cellJpager.): Fax: Mechanical Contractor Name: Name of Comp,my: I Address: State License No.: Phone (otlice): Phone (cellJpager.): Fax: Specially/Other Contractor Name: Name of Company: Address: I State License No.: Phone (otlice): Phone (cell/pager.): Fax: I (r; Bldg.Dt;ptForms BP APPLIC.;\TION R!;v. July 20,2006 . 7 Building Permit Application Checklist Notes Completed Pelmit Application Cum:nt code edition: FL Bldg. Code 2004 (as revised) Current SUlvey showing all propOsed construction and landscaping Check with Bldg. Dept for setbacks Notmlzed signature - OwnerIBuilder AtIidavit If owner is acting as contractor Sewer Impact Fee receipt May be defi:rred until C.O. Unlt:Ss job is remodeling County Impact Fee receipt May be deti:rred until C.O. Capital Expansion Impact Fee receipt Maybe defi:rred until C.O. Sidewalk Impact Fcc receipt If sidewalk exists on lot Recorded WmTanty Deed / Proof of Ownership Copy of Recorded Notice of Commencement (over $2,500) Over $5,000 for Mechanical change out CUlTent Worker's Compo Policy / Exemption Record will be kept on tile after initial submittal Community Appearance Board Approval For all work visible trom Public Right-Df- W ay Planning and Zoning Board Site Plan Approval For all new construction of four units or more Concurrenc'y F onus For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on tile afu:r initial submittal Subcontractor's Authorizations: Record will be kept on tilc after initial submittal State License NotiJ}- Building Departmcnt of contraptor cbangcs PhUllbing Contractor Plumbing Contractor ElectIlcal Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Rooting Contractor SwinIming Pool Contractor SwinIming Pool Contractor Gas Contractor Gas Contractor Specialty/Other ContI-actor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Two sets of sealed construction drawings (three sets if commercial) PerF.B.C.I04 Electrical Load Calculations Plans must indicate pason rcsponsiblc for calculations Electrical Riser All ncw service must be located underground Plumbing Riser Plans must indicate person rcsponsiblc tor design AlC layout Plans mUllt indicate person rcsponsible for dt:Sign Two sets of Energy Calculations Plans mUllt indicate pason rcsponsiblc for calculations Lot Drainage Smvey Four sets of Fire Suppression/Sprinkler/Alarm specitications Rcquircs Firc Dcpt. approval prior to issuance of pennit Pool BatTier Requirement Fonu (signed) Pool permits will not be issued without barrier 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 pelmit and that all ,vork will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at me time of this application is the Florida Building Code 2004 Edition. I understand that all permits require inspections as indicated. This pelmit application is valid for six months from date of submission. By signing, applicant aff"mns that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. /i // Applicant's Name: . ,.~~~~ Applicant's Signat <.1- h')- ,~ /u'-..--- Date: ~-fJ-Og Site Address: 7CooS fl, \ ^ 4v-t CC- -:ir:i- I \-<.iC gez.oo(l C>- u I I ( For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me tIlis \ l-- day of /1!l\(lAC/t-. r<r who produced identification: rL. (')i1.'nJ\ c. ( i~~o_ or ...., .~ . - -- .........-. . 'i: is personally known to me. NOT/illY PlJEUC-SL~""E OF FLORIDA ""'''''''''-:. SUSAN R. MJ\RTlN Seal: t~~:~) CQmmiSSizcrT~9~~~~ BO~L;l:~ TIlBU ATIlL'llC BONDING CO., INC. G: Bldg.Dept.Fonns BP APPLICA nON Rev. July 20, 2006 . BUILDING PERMIT FEES: Address:?fRo5"" /21;Y""C1.Ja0 ~ 7/7-/ ~ Win ~ows Building Permit per square footage:............................................................ Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valuation:.......~~:.::'~.................................... 7:.tCoc) ~Living Area): /.>1' Zl~ 60.00 c/ fA - j):VO 12(( . '(@5.K3 ~/s- __ Total Sq. Ft. (Enclosed Area): 7$:00 B uil ding P ermi t miscellaneous:..............................................;...................... Total Sq. Ft. (Living Area): fotal Sq. Ft. (Enclosed Area): Electrical. ~.....................................................................:...................................... ,)l"~b:-- . . _ .L UH.l .L.Ll1S.......................... ........ ...... ...... ............... ........... ............... ............ .......... \1echanical........................................................................................... ...;............ _ ___1 3uilding Permit Plan Check Fee....:?yb.::.................................................. 37,9) "ire Dept. Plan Check Fee............................. .......... ............. ............................ tadon Trust Fund: sq. footage ................................. =oncurrency Management Fee................................................ .................... ...:. :api tal Expansion Fee,.....,............................. ................... ,..................... ........... Total Building Permit Fees:...... /12-, <;;n ;EWER PERMIT FEES: Sewer 1m pact Fee....................................,................................................ Sewer Tap Fee.....,....,.......................",.".............".................................... Total Sewer Permit Fees............. By: C!9 Date: ,:5ft7/o9 I Notice of Commencement Th~ undersigned. hereby gives notice that improvement will be made to certain real property. and in accordance with Chapter 713. Florida .Statutes. theJollowing information is provided in this Notice of Commencement. Legal Description o~ Property and StreetA?d~ess: ~7(PoS ~;d.3e.\.Woocl ~I C .e. l.ltr1;)- ,-I 2lJ - 31-:1 3 - CC:r -- oOC;,<j, 0 -- 000 7. 07 k\ C\3eG (~,,\. 00,--,c\0 of C.C, Ot<-6 ~~ -u.p P 6- ':? $0 General Description of Improvement:. ~\QcAhJ OK! &hr:.; 0..> ,'r-- cl vw s;: ~0+n \;~ r)'Zo~.\- L::pm f'l'10n Owner Name and Address: ,Jo.serh WOcj'r\Sl- ba.b-Y2-. LJ.2Oj Roc\I- 1o..\4. DYJ OvlQr.oloj 3.25505 Interest in property . Fee simple titleholder (if other than owner) r.:nntr::II"'tnr N~mp ~nn AnnrP~~' '~'{'\(;'-l ~ l'f\C-D~\.J.. ---R.OG"-~e I F[" 3;::lq.$s --..,..--..-. ,.,-.,.- _1_- ~ ,--, """"...,. ,.-" 1 - LAS .:L j 2 \.0 q Suv....;---h Name and Address of surety if any: Amount of bond Lender Name and Address (if applicable): Name and address of persons within the State of Florida designated by owner upon whom notices or other documents maybe served as provided by Section713.13(1)(a)7., Florida Statutes: Name and address of persons designated by the owner to receive a copy of the Lienor's Notice as provided in Section 713.13(1 )(b), Florida Statutes: Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless'a - different date is specified): ~ ~ ~w~~ signa of owner. ,Jo.s-eph 'Wo,/ hR...- balLoV' prtnt :' State of Florida County of Brevard l cp'h day of\{''') ~vh ,20 0 g Sw~sub~beJll:>efore me this . '\.--- K I 0-J1- sign u e of notary Q./y) (Z. n1CAY"-h'v-> Y PUBllC"STATE OF FLORIDA CFN 2008056162, OR BK 5852 Page 6774 print .,.,. ..,'.... SUSAN R. M.ARTIN Recorded 03/25/2008 at 10:41 AM, Scott Ellis CI rk f ' 10/\S/I0 fW 1 Commission #DD598286 Courts, Brevard County , e 0 \ i Exp~: ocr. 15. 2010 # Pgs: 1 . , . I . .n~~ 'l'lD1l K,urrnc AOWING w.,1NC, commlS'Sion expires 1l"V""...- ._-.---.----~- . . . ~ o~ \Y ~ ~~ it; 0 f::, \ t, \. V-J _ · , f' ~ ~ ~ ~ - -\ '^ \-\ ~ -,< '" ~ '"\:. 1. ~ 1;: T ~ ~ ~ ~ -- c. f' \..., '~ 'f;. t ~ \" V\ ~ ~ ~~ ~ 'N'2f: ~ - ~ ~ f; ~ i ~ I ' ..... S:""" ""=;;: 'rl- " "" " , \ <:t...." t ~ ;''\'^'L "- ~~ - 0\0 ~ I -~ I (\, \-I, C) - U b ~l 'V " '\.0 ___________ ~ '\ "^..) ~C ~ ~ 'V...) - /' j '... , ' / - · , u ' ~ " ''/.. " ~'v-, · U) \ ~ ~ ~, \ ''''''\"'''' ~~ \ ~ ~~--- ~~ ~ "" ( G \ \ . ~.. \! ~ M'AMD tm!mD MIAMI-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1663 PRODUCT CONTROL DIVISION MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildin1!codeonline.cQill PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade COWlty) and/or the AID (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 pcrform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH-700 Aluminum Single Hung Window. L.M.I, ApPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact". sheets 1 through 11 of II, dated 9/1/05, with revision dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp \vith the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label vvith 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 alter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date. or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tel1Jlin::lte this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words ivfiami-Dade COWlty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA consists of this page 1 <Lnd evidence pages E~l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. e 1:1 NOA No 05-1018.01 -< Expiration Date: March 23, 2011 Approval Date: March 23, 2006 . Page 1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA WINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1105, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.B. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FEC, TAS 201-94 2) Cyclic Wind Pressure Loading per FEC, TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung ~_. Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, T AS 202-94 2) Uniform Static .A.ir Pressure Test, Loading per t<HC T AS 202-94 3) Water Resistance Test, per FBC, T AS 202-94 4) Small Missile Impact Test per FBC, T AS 201-94 5) Cyclic Wind Pressure Loading per FEC, T AS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FEC, T AS 202-94 2) Large Missile hnpact Test per FEC, TAS 201-94 3) Cyclic Wind Pressure Loading per FEC, T AS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08110/05, signed and se-aled by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FRC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBe, TAS 203~94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. S. Test reports on 1) Air Infiltration Test, per FEC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FEC T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FEC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagrm: of an Alu~ Single Bung E -I POT Industries NOTICE OF ACCEPTANCE: EVIDENCESUBNUTTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-46S0, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) Large Missile Impact Test per FBC, T AS 201-94 2) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FEC, T AS 202-94 2) Large Missile Impact Test per FEC, TAS 201-94 3) Cyclic Wind Pressure Loading per FEC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FEe, TAS 201-94 2) Cyclic Wind Pressure Loading per FEC, T AS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FI'L- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by POT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERLt\I", CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite@ PVtl;; dated 01105/06; expiring on 12111/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STA TEMF,I'\i'TS 1. Statement letter of conformance and no fmancial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P .E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that tt~-fOdiiJt is in compliance "''lith the Florida Building Code (FBe).......... -"'- uel Pe Product Control er NOA No 05-1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 E-2 GENERAL NOTES: IMPACT SiNGLE HUNG WINDOVY 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16'" LAMI C'..ONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPOMT BUTAClTE OR SAFLEXJKEEPSAFE MAXIMUM pve INTERLAYER. B. 516" LAMI CONSISTING OF (I) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GlASS WITH A .090 DUPONT BUTAClTE OR SAFLEXlKEEPSAFE MAXIMUM pva INTERlAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH I,N .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERlAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3/115' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB. SHEET F. 7116" LAMI (',ONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACrTE OR SAFLEXlKEEPSAFE MAXIMUM PVBINTERLAYER. GENERAL NOTES...."....... 1 GLAZING DETAILS......".... 2 G. 13116' lAMIIG: (1) UTE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT DELEEVSIGANTIOPRNESSSURES.".." 34 BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER ."...".....,.,..... VERT. SECTIONS"........... 5 H. 13116" lAMl IG: (1) UTE OF 118" HEAT STRENGTHENED GlASS, AN AIR SPACE AN!) 616" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/6' HEAT HORIZ. SECTIONS............ 5 STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERlAYER. PARTS LiST....................... 6 EXTRUSiONS....... ............. 7 I. 13/18" LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN.09O CANOCRHNOERRADGETEAIL.............. ~11 DUPONT 6UTAC1TE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER. .................... .,. J. 13116"lAMIIG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND "T/1S"LAMI CONSISTING OF (2) LITES OF 3116'" ANNEALED GlASS WITH AN.09O DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERlAYER. K. 13116" LAMIIG: (1) UTE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OFat1S" ANNEALED GLASS AND (1) LITE OF 3/16'" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13116'" LAMIIG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/1S" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (111, VIEW AND' RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PP,eSSURE AND' GLASS TABLES ASTM E 130a.98. 6. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130G-98. , '"""ORAO,,, n;, ~ "" '''''''''''''''' ,.....",,,. """ ."" """" '" n" ""000,,". '" ""'"' . TI<OOUGH " "'" """""'" oc;,,,,, ,wJ<lI.'" ~1~Yioa ",lIb Ill< ".. 5. SHUTTERS ARE NOT REQUIRED. NOAH _ - 6. FRAME AND PANEL C'..ORNERS SEALED WITH NARROW JOINT SEAlANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL-4645. FTL-4646, IFTL--4647. FTL-4648, FTL-4649, FTI.-A650, FTL--4651 AND FTL-4723. & 8. SERIESlMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. f;~~' . l,.r . '. . -- I~/ 'f"~' -.- - -,~& . """'Ai" .,.. ",,-.. 1070 TE{'.HNOLQGY ORIVE GENERAL NOTES j -[/5 /G NOKOMIS, l'L 34276 T..' -.,. "".. """'-. -. . ..---- . 29 ~ ALUM. SINGLE HUNG WINDOW, IMPACT Rob<lrtLCIatl<,P.E F.K. 1124106 A ADDI~rt-4123TONOrE.'1 P.O.B9"16 ~ ['- :1""'; 'Jt1rIIM<'QHlI IT' PE#39712 DnIWflBy ~~, ~~~~- NOKOMIS FI.3.274 VisihlyBeut!T NTS 1 11 4040-20 A Str ctu I LJ:.:-~ 9/1105 J,J. 1011f.l,Q~___'"__._____~___ _-'_ __,_ _. ___ SH100 .._~ .~~_~_ u rOo 0-" 0-- -.--- _-1 1f2" NOM. @-- 112" NOM. GLASS BITE GlASS BITE ---~ Y illffi!Q8. INTERIOR Y @ (ALL SECTIONS) (~ @ ~O,81 ;~- ~ =c -- ..-- W '1/8' ANNEALED OR HEAT STRENGTHENED GLASS ~EE 3/16" ANNEALED OR HEAT STRENGTHENED GlASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .000 SOLl1llA OR DUPONT PVB INTERLAYER - '118" ANNEJ\LED OR HEAT STRENGTHENED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GlASS 6/111" NOM. 7/16" LAMINATED 5l16" LAMINATEID GLASS 7/16" LAMINATED GLASS 0-- - 1/2" NOM. @- 1/2' NOM. GLASS BITE GLASS BITE I @ @ ~ ,.. ",,"'-"' OR '"'' "",.""", ""'" -m "W '"'''''''' >EA' ""',<mEN," """ .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLA YER - 1118" ANNEALED OR HEAT STRENGTHENED GL'ISS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMIN#.TED 7/16' LAMINATED - AIR SPACE AIR SPACE 118" HEAT STRENGTHENED GLASS 118' HEAT STRENGTHENED GLASS /~t!f- - 13116' NOM. 13/16" NOM. 13/16" LAMIIG GLASS Wl51t6'" LAMI 13/16' LAMIIG GLASS WI 7/16" LAMI ~Wd ay: O<likt: ..- -. ~t:P'C y. Call'!; ..-. 1070lECHNOLOOYORlVE" :r- . GLAZING DETAILS . N::M~~:';::75 1::::"l:iI- ALUM SIN'!!;E H~NG W1ND2:::::' IMPACL ..- F,K 1/24/00 A NO OHANGE THIS SHEET ,~ PE 1139712 ll'Wll y: ~~. Mil'} DIftt>" "_:,OKOM!S ~t~.::~_ _..,~~~~_~t:uer -, ~= -, Full L1~2J~040-20 A Structural F.K. 911105 J.J. 1Q11005 --_._~---~---_._-------- -,~._-- - "~----- 1/1 WINDOWS WITH HIGH SILL OPTION TABLE 1. WINDOW HEIGHT ,--" .-- WIDTH GLASS TYPE 44" 60 618" 591/2" 63" 76" t "0" 26" A,B,8,H +80.0-80.0 +fIO,O ~O.O +80.0 .80,0 +80.0 ~O,O +80.0 ~O.O 32" A,B,G,H +80,0 .-80.0 +80.'0 ~O.O +80.0 -80,0 '~80.0 ~O,O +66.1 -66.1 MEETING RAIL 37" A,a,G,H +80.0 ,-aO,O +60.0 ..80.0 +74,4 -74,4 <-B9,6 -69.6 +57,2 -67,2 -' -. -1 40" A,B G,H +80,0 ,,80.0 +60.0 -60.0 +68.0 -68,0 '>63,3 -63.3 +64,0 -64,0 44" A,B,G,H +80,0 ,,80.0 +)'5,8 -75,8 +60,5 -60,5 +57.4 -67.4 +58.6 -58.6 'X" Sl)SH 48" A,a,G,H +80.0 ,,80.0 +68,6 -68,6 +56,5 -56.5 +53.0 -53.0 +53,5 -53.5 ! 631/8" A,B,G,H +80.0 -80,0 +153.4 ~3,4 +52.0 -52,0 +47.9 -47.9 +48,3 -48.3 __'___ UP TO 63 1/8" C,D,E,F,I,J,K,L All HEIGHTS TO 76" HIGH +80,0 -80,0 STANDARD VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 293/4'" :l8 318" 44" 50 618" 63," 72" 74" 7S" WIDTH GLASS TYPE1,215/1S" 16318" 185/8" 21 5/16" 261/4" 2913116" 30518" 31 7/16" '0" 28" A,B,G,H +70.0 ..70.0 +:10.0 -70,0 +70,0 -70.0 +70,0 -70.0 +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 +70,0 I -70.0 MEETING RAIL 32" A B,G,H +7(l.O ..70.0 +:ro.o -70,0 +70.0 -70,0 +70.0 -70.0 +67.6 -67.6 +58.1 -58,1 +56.6 -56,6 +55,2 -55.2 37" A,S, G H +70.0 -70,0 +:10.0 -70.0 +70.0 -70,0 +70.0 -70.0 +58.0 -58.0 +51,3 -51.3 +50,0 -50.0 +48,6 -48.6 I 40" A,8 G H +70,0 -70.0 HO.O -70.0 +70.0 -70.0 +67.6 -67.6 +54,2 -54,2 +57.7 -57,7 +56,1 .56.1 +54,7 -54,7 "X' SAf3H 44" A8GH +70,0 -70,0 +70,0 -70,0 +70.0 -70.0 +60.2 -60.2 +49.6 -49.6 +53.7 -53,7 +52.9 ,,52.9 +51.7 -51,7 --1 4S" .A,B,G H +70,0 -70,0 +)''0.0 -70,0 +66.3 -66,3 +56.3 -56,3 +45.1 -45.1 +49.5 -49,5 +48.8 -48.6 +47,8 -47.8 63118" A,8,G,H +70.0 -'70,0 +;''0,0 -70,0 +81,4 -61,4 +51.6 -51.6 +40.S -40,8 +44.6 -44,6 +43,8 -43,8 +42,9 -42,9 1- UP TO 53 118" C,D,e,F,I,J,K,L AlL HEIGHTS TO 76" HIGH +70,0 -70.0 CUSTOM VIEW AND RADI JS TOP I I :"'-11 OPTION WINDOW HEIGHT WIDTH GLASS TYPE 50 5/8" 60" 83" 7S" :Q: 40" D,E,J,K +70,0 -70.0 +70.0 -70.0 +70,0 -70.0 ;.70,0 -70,0 44" D,E,J,K +70,0 .i'0,0 +70.0 -70.0 '+70.0 -70,0 +69,4 -69.4 MEETING RAIL 48" D,E,J,K +70,0 .;00.0 +70.0 -70.0 +69.6 -69,6 +63.2 -63.2 -- f 631/8" D,E,J,K +70,0 ",'0.0 +67.2 -67,2 '<-B2,9 -62,9 +57,2 -57.2 ")(" SI\SH UP TO 53 liS" F.L ALL HEIGHTS TO 76" HIGH +70.0 .70.0 -1 G 88 TYPES: TEST REPORTS TABLE 4. ~/16" ~~..:i!~,~NEALED,.090, lie" ANNEALED) _.___._____.____.___ _FTL-4647,46:1!! 4723 . B. 5118" LA~..:l1.!.!l.::!l!:!~;D,09QJ~.E.f3.!ili~THENED) ._.__~.___._.____..ET:h.-4647, 46~_ f.Ji.L:!~:_l,AMI- (~EAT STRENGTHENED,Oll!l, U8' HEAT STREN~~~E.~.__,__._.______________FTl~47, 4648 __'__'_. ~zmlb ,~. D2L!!!:'LAMI - (3/:!!'.bNNEALED,.09Q, ~!!" ANN~.l..-_ ._......___.____._____,__ FTL-4~__.__._._ 0... . ~ E, 7/18' lAMl- (3/16" AN.~ED,.09O, 3/12:!i~T ST~~NGTI:!E!'!E.QL.______.____._________.____BJ_46i.L...,__ =_-fr067:J1flIt F, 7/16" LAMI- (3/16" HEAT STRENGTHENED,.090, 311Er' HEAT STRENGTHENED) FTL_4645 G.J3ii'Vlt-M11G - 1/8" HEAT STREN2I.I:!~ED:Ali!~i'ACE, .~16" LAMl:J1!!' ANNEAl..EfQ"090, 1 is" ANN~],QL_==--=-'---=-- FTL-4646,~651J_~1723" ~Ul1(~ H. 1~~.I:!.EATEB~S>THENE.!?J AIR.~~~CE, 511!r'.bA-Ml.:.l1!8" ~NEAlEQd!.9.Q",1,f8" HEAT SI.f3.~.I!iENE.P.L_.__.__---IT.!:L~4651.-__._.__ I, 13/16" lAMl.!..G - 1/8" H~T STRENGTHENED,.AIR SPACE, 5116"LAMI - (1/8' HEAT STRSNGT.l:!.E~!'.!?J.:!l90, 118" HEA.!.~~Q.!.!:!E!iE.PJ___._..J::!!..~.i.~.1221...........__ J,j,;!!.1!l:If'.MIIG_-"'!@'::.':L~_STRENGI!:ts..NED, AIR SPA9E, 7/16" ~!.:J!!llt ANN~~EP.J2!!Q,,1'-1~' AN~.~E.C!L_ _----"Tl~, 466~ _ _ K_~_~UQ.:.,~STREN~ql.~R SF~~.S,.~:'LAMI!,. (3/16" A.t'N~~.090, 3/16" HEALSIB.!'_I-:'GTHENED) ._. __!'.!!:..~~650_ L, 13/16" lAMI IG - 1/8" HEAT STRENGTHENED, A1FI SPACE, 7/16" LAM/- (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED FTL-4649,4650 .' tlf-f! NOTE: WINDOWS WITK THE LOWSllL OPTION lIoRE UMITED TOA POSITIVE DESIGN PRESSURE OF +64.0 PSFOR LOWER AS SHOWN IN THE TABLES, NEGATIVE DESIGN ',#" 7." /: .' PRESSURES ARE UNEFFECTED./;/ ( t; '" -,' = =- =- 1070TECHNOlOOYDRIVE lOt :w- DESIGN ;;;;;SSURES __ /;~/'{6 NOKOMIS,FL34275 ~II Tflly.' ,r~(.. /11. 7.K,':a4A?6 A ADD FTL.4123TO GLASS TYPl,S A ANO---;;--- PO BOX1!Q9 = ALUM SINGLE HUNG WINDOW, IMPACT RobertL Clark. P.E. - ---..--- NOKOMIS 'L 34274 V"ibl Belt '""""""" ~ ~~''''V''''--1''" PE ,139712 _""'~K :'9/1/05 J./: 10;10105 I---------.--_____~n Y" e'__.~~"__ NTS :3__" 11 .___-.i~.9_20_____.L!.__ __~ucIJJ~_____ 53 118" MAX. rr.~~ WIDTH (AlL) --~ t49 5i8" MAX. FIXED.1 c--, DLO (AlL) ~ D " I ,~ll~' If~.2.-.- -. --r-i-j ~krl ~-~~ r -~l ,~I: C:T11--1 - L- - l' 76" MAX. H 7S" MAX L ~~ II 76" MAX qr -:;;;;;"'-'..' .... --=~ I.--T HEIGHT - ~ ~_-I___ HEIGHT H' ...::.... .."" ._' '_ HEIGHT' SEE DLQ ~I ' II ,18 il1s' I I 1 ' ~ 1 '. MAK TABLE ~ . .... . SASH SEE DLO S E SEE OLD . S E VENTDLO(ALl) DET~L El. DETAIL~ IJE]1\lL.A, VIEW (!?IANDARD~A~ R6lliUS TOP (STANDAf~D $ASH) B Ei r-Ir~~-'~- -- ~l'-'l r?/d~:' . ..~,;-r VERT;~;!~~~IGHT II (~ E.-! LOW HIGH SEEOLD I! I DETAIL SILL SILL TABLE I SEE DLO A 34 112" 34 3/16" L~~ _0. . . I ~S~,~~ TALBLEi~ Q JII ~6~,~ ~:i ~;::: :~ ;;::: I . I I 0 52518" 5211/16" .-..:.:=;;. . __..J. _ ~ _1 E ~~~" 52 5116" 8EEDLO~AeLEI ~ ,,,ftj 's~.' "HJ "'.O~~"I ~ / JJ ~, lOW H~' :t..~.~..V.~~."ll1t'In:"i'.'Ii" L / HEIGHT I / HEIGHT DETAIL SILL SILL p",<"t'I..":i~~ f1rv..t -1" ,_ .L. --~ _ A 34112" 343/16" N?A1.~ -r B 277/16" 27 1/8" ~~,.~n."""""!<m "" B C 277/16" 27 1/8" 9)' DEI.~J.L Q DETAlL.E, 0 163/8" 15314" V1E"YiCU[[OM SASH) RADIUS TQF'.(gU~_OM SA~H) E 163/8" 153/4" . TABLE 5. NOTES: I, SEE SH. EET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. . :#!-/-7 2. SEE SHEET7 FOR CORNER DETAIL VIEWS. ~7A :.J<;. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. . // 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH ~EIGI~_ __.. . _ ,<<4:-- .....: ~. :- ---~070TECH"OlOGYDRIVf R :r ELEVATlONS~ /e. ,-:--{,L NOKOMIS. H. 3427~ J:<iJ r~ ( / 10 ~. ,. .""""'-------- - ALUM. SINGLE HUNG WINDOW IMPACT 0 F.K. 1/24/08 A ,NO CHANGE nos SNEEr f'.O. BO.). 1529 0 ' '_., ' , RoOOl1l. Cfark" .E "M""lly. ~~.- CtlO'ct~n;;;:--- ----..-..- NOKOf\AI$, fl 34274 Vi.fiNyBdte.,. wf"l.~ Sr_ $fIHl ~/JQ, ~ ,11..- PEli39?12 _fl<:__.9If/05....l.:!o'"-..L!"::f":'7.U__.____ -~----- --- -..---..----- ---_____. Sf/lOO~=r",TSL:1.~_1!..____.4040:2rl.._ A_Sltu~tu'..,__ --~--- .---------------- n_'_______"_"_____.____.._,..._,..~.~_. _._I---:2.7B4'i jNSIDE G1 ..- . ~V // SECTION A-A OUTSIDE (23') BAlANCE PARTS USED .........' ON SASHS <40 LeS / MAX. HEIGHT NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED INSIDE 6' FROM EACH SIDE OF VENT. @ Approved IS """tII>Wlg_lho ~~ ~- " \'~ - ~~~ "r52~ 2.330" ~Wb 52 ) (LOW SILL) '--' (SEE NOTEll SECTION c-C ------- ~~'1~ ULTRALlFT 69 RADIUS TOP (HEAD DETAIL) /7~ \_ ONLY SECTION B-B (LOW SIL~ SHOWN) ---"----.. - ~""".. 'lldPy:~ ~. ~.r1: . .. _ 1070TECHNOLOGYORIVE" ~ SECTIONS _._ . -- ----- NOKOMIS.cU427' ~_ ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 1/24106 A NO CHANGE THIS SHEET ___ ;'6;;~~52~ 4 Vi 'hI & - ~lt ~'t o....MlINo. - R.v: PE 11397',2 lOoI'l Y. Doot'u. ~/II: N K ,34 7 SJ;;1 tk'r SH700 Half 5 4040-20 A $lrvctuml F.K.c 9111O~ -"d. 1011010.5 ______..__. .._... ..___ ___.__. ~._. .-.------.,--- - ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# __ 1 4002A FLANGE FRAME HEAD 612225 63 505 GLAZING CHANNEL (.688 X .5001 6533402 2 1155 #8 X 1.000 QUAD PN. SMS 781POA 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 57 GLAZING TAPE, 1/16 X 1/2-7/16 LAMI 62BV1510 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 6 4004 FLANGE FRAME JAMB 612227 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 7 4025 SASH STOP IALUMA-Tll n 612244 70 SILICONE, DOW 699, 995 OR EQUIV. 6 4025 SASH STOP IEGRESSl1.125 LONG 612244 80 A. GLASS, 5/16" LAMI, (1/6"A,.090 PVB,1f8"A) 9 4029 CALDWELL ALUI\IA.TILT BALANCE, 5/8" 81 B. GLASS, 5/16" LAMI, 1/8"A,.090 PVB,1/8"HSl 10 1080 BAL. COVER, RIGID VINYL, 5/8" 68ALCVR916 82 C. GLASS, 5116" LAMI, 1f8"HS..090 PVB,1/8"HS} 11 #8 X .150 PH. PN. SMS 7834AA 83 D. GLASS, 7/16" LAMI, 1f8"A,.090 PVB,1/6"Al 12 BALANCE BOTTOM BRACKET 7BALTBKT 84 E. GLASS, 7116" LAMI, 116"A,.090 PVB,1f8"HSI 13 1085 SASH TOP GUIDE, 518" BAL. 42504 85 F. GLASS, 7116" LAMI, 1IS"HS,.090 PVB,118"HS} 14 4029-1 CALDWELL ULTRA.lIFT EIALANCE, .670" 86 G. GLASS, 13/16" LAMIIG; 118"HS, AIR SPACE, 5/16" LAMI, (1/S"A,.090 PVB,lIS"A) 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX S7 H. GLASS, 13116" LAMIIG; 1IS"HS, AIR SPACE, 5116"LAMI, (1/8"A,.090 PVB,1/S"HSl 16 1080-1 .670 UL TRA-lIFT BALANCE COVER 68ALCVR670 88 I. GLASS, 13116" LAMIIG; 1I8"HS, AIR SPACE, 5116" LAMI, (1IS"HS,.090 PVB,118"HS) 17 4053 SASH STOP COVER CUL TRA.lIFln 64053 89 J. GLASS, 13116" LAMIIG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/18"A,.090 PVB,3/16"A) 16 4029-1 SASH BRACKET 7ULBRKT 90 K. GLASS, 13116" LAMIIG; 1/8"HS AIR SPACE 7/16" LAM!. 13I16"A,.090 PVB 3116"HSI 19 #8-32 :( 112" LG. PH. FH!. TYPE F S. STL 7632X12FPFX 91 L. GLASS, 13116" LAMIIG; 1/S"HS, AIR SPACE, 7/16" LAMI, 13I16"HS,.090 PVB,3116"HSl 20 1086 SASH TOP GUIDE, 11/16" BAl, 42505R & L 21 4054A FIXED MEETING RAIL 64054A 23 4006C SASH 'TOP RAIL 64006 26 1235 WSTP,.170 X .270 BACK, FIN SEAL 67516G 26 1096 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL. SMS 7858 28 4007 SASH60TTOM RAIL (LOW SI!LL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAil. 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK :1132")( 25/64" X 1" 71622K 36 1052 LAMIIG SETTING BLOCK 1"): 314" X 1116" 71052K 37 1224 VINYLGLAZ. BEAD BULB (THICKI 6TP247W,K__ 36 1225 VINYL GLAZ, BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASI~. 64039B 42 4044B GLAZING BEAD, 5116 LAMI! WIGRlLL KIT 644703 44 4222A GLAZING BEAD, 7116" LAMI 64222 AppNMd'''''""p/)'tJI. "'Kb!k 45 9S5C GLAZING BEAD 1116" LAMI W/GI1:ULL KIT 6965 ~=~t?MI_ 46 4067 GLAZING BEAD, 13/18" LAMII.G. 64067 ~~ 52 4009 SILL LATCH IEGRESSI (lOWSILL) 764009 _~*I'l'oa '!!1.iiit 53 10S8 SPRING, SILL LATCH (EGRESS) 7SPRNG II): . 54 2740 SILL LATCH (EGRESS (HIGH! Sill) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREENCORNERKEYWIOUTRINGS 71631 58 1073 SCREEN SPRING 7CASP ~. 69 1624 SCREEN SPLINE. .135IDIA. FOAM 61624K .. 60 1635, SCREEN SPLINE. .136 IDIA. HARD . 61635K. /~~. . 61 SCREEN CLOTH 61S16 /' // U . :: - -- 1070TECHNO(OGYQRlVE Et:::;- ;;;;:RTS LIST 4/k 1- NOKOMIS "34275'-. .;;,. _ f" jtf"'-' ..._or' _. I~ PO B;X1529 -- ALUM. SINGLE HUNG WINDOW, IMPACT RObertL.CIar1<,P.E. F.K. 1/24/06 A NOCHANG€THISSHEET -- . . . So_ J- .1"":' 1-''' J'~' PE#39712 _'Jl[ """i'!m5 l"'7:t ~;V,om5 I _______.__. """OMIS. F~_27' Visibly Bert.,. _.. _:>,700. NTS I 6<< I! I _4~:::'~ ..___..!'.._ ____ ___...!lnJc1ural __. -------- ."-~ r-- '=1 SEALANT ALONG ENTIRE JOINT 1---2.7840'-1 T~ .062 -. l'j .(162- _ 2.8130 JO f1\ FLANGE FRAME HEAD I \~) #4002A,6063.T6' -1----2,784---1 1.74911 0 FLANGE FRAME SILL (LOW) CD WELD ~ '\.V j14003C,6063.T6 6 ~~~~ BOSS (2) =2.710 ~l 1--1.513-1_ .738 062 IT~ .062 .490' LFl040 . !-1.451-1 T f VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) CD FLANGE FRAME JAMB fi\ SASH STOP@7SASH STOP COVE~ FRAME CORNER CONSTRUCTION 6 \!...J 114025,6063-T5 /l4053,6063-T5 050 #4004, 6063- TS rfC=-.-1 (USED AS RADIUS TOP HEAD) -'1 1.165 I-- 11.342 IT 1--2,326--1 =tl! 1096-i----l-18 ~ r.-z.279--j 1Ef] .062 1.t9 G GLAZING BEAD, 5/16" ~. I -.l. \:Y 1140398,606H5 062.155 . I 1.979 . ~ I 1.707 [0- Q SASH SIDE RAIL t .062 =---l l::.=J ~0 #4008,6063-T5 r21' FIXED MEETING RAIL 123' SASH TOP RAIL@8SASHBOTTOMRAIL(lOW) ~- t. ~ /l40MA. 6063H3-T6 ~l) #4OO6C,6063H3-T6 #4007, 6063-TS .050~ .876 dC.050 l 1.096-1-11 I~-l .678 f.i2\ GLAZING BEAD. 5/16" ="~WIIIIM ~ 1140448, 8lJ63.. T5 !loto [2.326---j 1.096-1---1 T (USED WI GRilL KIT) I'IlJ^"fi~~ .062.. tel Mloool '~t~ 2.946 Q GLAZING BEAD 7/16" I ~I.~ ~ 3.448 J EJ ~ 114222,6063-T5 1--- 2.636 j.683 ~ --= .062- - --'-,--- 676 1 1----+-1.097 L C::=-.J ~~,:E;1 @ GLAZIN.?~~~~3J16" IG r69\. FLANGE FRAM. E SILL (HIGH) f6i3\ SASH BOTTOM RAIL (HIGH) f45\ GLAZING BEAD. 7/16" .'./,/u:I!LY"'. ~ ~~ ~ ~~ ~ ~~ p . (LISED WI GRILL KI1) //. , : :: -- ~'07OTECHNOL:lGY ORI". ~ :w- OORUSIONS & FRAME. CORNER DETAIL ft. ..,. ;,{ (, NOKOMIS. Fl. 34275 ___ ';'11 11IIIt.. 1/ (...-. - /0 ( ;,'K 1/24106 ^. NO CHANG€' THIS SH<cr ==1- PO. 80.' 1529 1:::iC:i. - ALUM. SINGLE HUNG WINDOW, IMPACT R<A>J1 l. elal1<. P.F. CU-IISy' 0...... ,.d Of,... , -- NOKOMIS F134214 ViriMy B~uer ~. &.N' ~ OtIl/AnflNc. n...; PE #39712 J.K 9/1105 "J. 10f10105 .._..__.. ._..__.._......_...._..~_..._ ___. SHroo Half 7 4040-20 ~ ._____..__. SitUctura,-_.____. I _'~_~___ i ANCHORAGE FOR 1/1 WINDOWS TABLE 6. ANCHORAGE NOTES' SUBSTRATE'______ WINDOW HEIGHT ' n~~., ----- 26" 3S 3/S" 44" 50 5/S" 591/2" 63" 72" 74" 76" 1 ANCHOR TYPES' ANCHOR TYPES:_ , , '"' ---- 10 10 10 !D 10 ~I!<..l ,/10 ~I'o ~Iio ,/0 ,IP ,1(..) ,10 10 ~I:o 'liD ~11Cl ~I;<..l 1-1/4 ELCOTAPCONS WINDOW GLASS "'10 ~ 0 ~ z "'IQ N,O N_ Z ,,., 0 ~ 0 ~ Z '" 0 "'"g ~!;Z M 0 ~ 0 ~ Z M 0 ~ 0 "', Z 2,1I4"ELCOSS4CRETE,FLEX WIDTH TYPE i~ ~i~ ~18 I~ ~I~ ~ 8 ~ ~ ~ ~ 8 ~ ~I~ ~18 ~ ~i~ ~ 8 ~ ~ ~ ~ 8 3-#12 SCREWS 19 liB" ALL TYPES ,1, 1 _;~,_, f..,...)'~ '71~'- _~,... 1 1,..;""" _ 1 ,1 1 1, ~_ __ 1, 1, 1, 1, 2, INSTALL 1/1 WINDOWS IN MIAMI-DADE COUNTY PER ' 1 11 1 11 1 I 1 I 1 1:1 11 1 1 I 1 1T2 "iT2 1 I 1 212 1 1 2 1 11 2 I 2 2 I 2 2 I 2 3 1 3 2 1 2 2 1 2 TABLE 6, " 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24 ALL TYPES 111 1 1 1 l' 1 h'1'2 m' 1'T1I2T2' 112 11 2 :riz :ri2 111'2 '2"T3 -H'2 -iT"2 -j1"al2n "2T2 3, FOR WINDOWS INSTALLED OUTSIDE MIAMI,DADE 1 1 ; 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 114' C,D,E,F,I,J,K,l. '11'21T2 1 1 2 ') 1 2 1"'+-2"'2'2' 2''2' Ti-frz'3 f'r3'-i-ri 3''3 -2T3 2'12' -3"4 '3'4" -3'-3 TAPCONS, 1/4' SS4 CRETE-FLEX, OR #12 SCREWS 32" , I ' I ,1 1 , I Z I Z I L 1 I , I;': I 6 : I ,L I L 'I 6 " , I J I 4 II 4 6 I AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 A B G H ~- 1-0+" il1-" I~'" --:..;.., ,,1 1" 1 1, "~:-' ,;-~,_ "':;.., _,~", ,1 1 1 ",.:)..'" .,..)""" FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED ' " , 1 I 2 I 1 J 2 1 1 121 2 11 2 1 2 :2 2 2J 2 11 2 2 I 3 2 I 3 2 I 2 3 I 3 21 3 212 31 3 2 I 3 2 I 2 IN CONCRETE, 111211221221221221 . C,D,E,F,I,J,K,L !"ITim:2 111 21 ,I 21:2 in :2TF2'T3iT'flm 2"f3 2 '12' 3 I 4' -2f'4"'2T3 41'4 31'4 3"T3' 4, ANCHOR QUANTITY KEY, 37 ,1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 1 1 1 , ~ A,B,G,H TT2"1T2 rTT'2j\ 212 112 :2 13 2j3 2'2 "2T3'2T3' '2T2 a"T'3'2T3'2T2 313 2 3 212' HEAD ---7--- f------ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE MTG, RAIL 2 , 3 " C,D,E,F,I,J,K,L 1Ti h'j-i ''["2 :2 n 2 I 3 11:1 iT3 213'1'2i'2 '21 3 2'13 2'r2' '3Ti' 3 4 2 I 3 4 5 3 4 31'3' 40 2 2 2 2 2 2 :2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW MTG, RAIL _ A,B,G,H 112' 112 1 2 2il 213 1!2 :113 2 3 iT2"'2Ta 2 3 2123(3 '2T':imrsT4"3i'4 fT3 . 222222222222222222 " C,D,e,F,I,J,K,L1l2 "1T2rn'2 23 2 I 3 21 2 :1 I 3 2 3 2 2 3 I 4 2 3 2 3 31 4 3 4 2 3 4 5 '3Ts 3'T4 44 1--- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H 112 112 1"2 21'j"'2T3 212 213 213 2 2 '31'3 -2 3:i 3 313 '2'r-:i2f-2' 3 4 314 2,'3 222222222222322332 ., C,D,E,F,I,J,K,L '2T:i'm il2'2'T:i:2 3 212 213 2 32133424213415'314 334T6' 4'!5 '314' 48 r---' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H m2' 112 112 2 ':3:2 3 212 ;! 3 2 '32T3 2' 3 213 213 313 '213 'zu'm' '5T42T3' 222222222322332332 " C,D,E,F,I,J,K,t 231211221:1213213,14214213'314214 21"34[5'3153'451641631'4 531/B 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H rrt-3 11211221:1213213',1 4'2j4'2T3"2'T4 213 213 TI3' 213 Tri 3T4 iT4'213 SPACING BASED ON THE FOLl.OWING MAXIMIM DIMENSIONS: HEAD. 18 112" FROM CORNERS ______><____ JAMBS ABOVE MEETING RAIL. '17 1112" IFROM TOP CORNERS JAMBS BELOW MEETING RAIL. 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GI,..ASS TYPES: ~~~"~y/Illlwtlbf'! jA. 5/16" LAMI-(118" ANNEALED,,090,1/8" ANNEALED) .,..,.~ B, 5/16" LAMI- (1IB" ANNEALED,,090, 1/8" HEAT STRENGTHENED) NOM , C, 5116" LAMI- (118" HEAT STREN GTHENED,090,1/S' HEAT STRENGTHENED) ~~, ool inI1 D, 7/16" LAMI - (3/16" ANNEALED"OOO, 3116" ANN'EALED) I.l! d- E, 7/16" LAMI (3116" ANNEALED,,090, 3/16" HEAT STRENGTHENED) F, 7/16" LAMI (3/16" HEAT STRENGTHENED,,090, 3/18" HEAT STRENGTHENED) G, 13/16" LAMIIG. liB" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI - (118" ANNEALED,,090,l/8" ANNEALED) H, 13116" l.AMIIG -1/S" HE.~T STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,,090,1/8" HEAT STRENGTHENED) ------ I. 13/16" LAMIIG ,1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI- (118" HEAT STRENGTHENED,,090,1i8" HEAT STRENGTHENED) J, 13/16" LAMIIG - '118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI. (3118' ANNEAl.ED,,090, 3/16" ANNEALECI) ~ K, 13116" LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3116" ANNEALED"OOO, 3/16" HEAT STRENGTHENED) . L. 13116" LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI- (3116" HEAT STRENGTHENED, 090, 3/16" HEAT STRENGTHENED) yy:;, ?1 "'."""'..:: =: ,----, 1107O<ECHNOl=]'VEAI:G:Jr ANCHORAGE SPACING, 1/1.. VVI.INDO... WSI;{ /"t/f~ .........<>1: NOKOMIS, Fl M275 1ft/oo // _"_0' -~ R._ '" ==i -- ALUM. SINGLE HUNG WINDOW IMPACT R-k. L C"-' P" F.K. 1/24/06 A NO CfiANGE THiS SHEE7 PO BOA 15:29 ~ 1 ....Kirt . _""'''', .1..:, .._8y rhUfI' If~.,o.,.m --~ NQKOMISFlJ<i.274 VlsJboB~((~ -"'~~O-~I*' "'tv: PE#39712 . _E1i.J212!W5 .I.:" 10110105 L _" __ __ ,___ __ ___ _____ ___ _ _ _ _ ___ ___ SHT.""___LI\i~L8,."_ 11 4040,20 A .~lnJclu.""__ ._. , ANCHORAGE FOR STANDARD VIEVII' AIIlD RADius TOP WINDOWS TABLE 7. ANCHORAGE NOTES: SUBSTRATE; WINDOW HEIGHT -- 29314" 38 316" 44" 60 618" 63" 72 74 76" 1, ANCHOR TYPES, ANCHOR TYPES:----------: MI8 10 lu 10 '~18 ("tJlO 18 ~_18 NIU !O N'8 ~Ig MI~ ~I~ ~I~ MI~ ~18 ~I~ 1 -114" ELCO TAPCONS WINDOW GLASS NIO NIZ M 8 ~-18 -16 C?lo 2 -1/4" ELCO SS4 CRETE-FLEX ~ ~W "':0 ".:~ nl~ ~- ~ ,:I~ ':0 ,..:-0 ,:~ ,..:0 WIDTH TYPE u I"~ ~Iu i~ u u U 3 - #12 SCREWS ..' 191/6" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2, INSTALL STANDARD VIEW AND RADIUS TOP ITt'1 "iT' ",fT Tn f'1 1"'1 '2T1 '''i11 rl1' '211 "in '1n "212 :1\'2 '2iT Sri 2'f"2 H'1 WINDOWS IN MIAMI..oADE COUNTY PER TABLE 7, C,D,E,F,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24" ill iTT 111 2 .j 'I 1 iT, 212' 21'2' liT '1"1"2 -::il"'2 I2iT 3TI 'IT} "2,'''2' '3'2 'Tf2 '2"Ti 3, FOR WINDOWS INSTALLED OUTSIDE MlAMI,DADE A,B,G,H 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 1/4' m- fT1 'Ti''1 12'(j' ff1 11'1 -:112' rfiT 1Ti Th' -2]'2 ,TiT "31'2 ';[12 212' 412 31i '3'[2 TAPCONS, 114' SS4 CRETE-FLEX, OR #12 SCREWS 1 , , 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 AT THE ANCliOR QUANTITIES SPECIFIED IN TABLE 7 C,D,E,F,I,J,K,l i21T '11', '111 212 "m 11'1 :1l~ biT '2"']-, :/1'2 21'2 l2ti 312 '~ii2 m' 4 3 31"3 rIT2' FOR GLASS TYPE A AND ANCHOR TYPE 'INSTALLED 32" IN CONCRETE, 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 A,B,G,H 21'- 1 1 " 1 21 ;i "2"12 111 rz-hr 2 2 211 21~ 2-[''2 2TZ- '3n ~iT2 "iTI m2' 3'f'2 121'2 4, ANCHOR QUANTITY KEY; C,D,E,F,I,J,K,L 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 212 1 1 ~iT1 2TI Hz iH ~h 2 2 2 2 3 2 '21'2 21'2 '3T3 ":11'3 3-1'2' ';rr-3 3T3' m'i "~~ 37" !----' 1 1 1 2 , 1 2 2 1 2 2 1 2 1 1 1 1 1 JAMB ABOVE MTG, RAIL ';-:"'3 A,B,G,H "2T:f 'in '111 m'1! '2IT 12fT 212 2 2 'if2 ';}' '2 2 2 212 :rri 121T -i12 '312' 3h iT2 C,D,E,F,I),K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW MTG. RAll- 4()" 212 112 TfT rm~ 2(2 2 2 2 2 2 2 2 2 3 2 2 2 212 4'13 '313 312 413 413 31'2 A. B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'ill fT2 11T 12t~~ 212 2 2 2 2 2 ""2' r21'2 312 212 212 312 '2,12 2 i 4/3 '31'3' 312' C,D,E,F,I.J,K.L 2 2 2 2 2 2 2 2 2 ,2 2 2 2 2 2 2 2 2 44" '2T2' 2'12 "I 1 :2 2 212 '212 ill 212 212 313 2 2 212 413' 313 3"'i2 '5T4 -4T3' 313 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '2 :2 212 1111 :212 212 212 '3TI 21'2 2 2 312 212 2'2 31'2 2'h 2' 2 413 :iT-:i 3TI' C,D,E,F,I,J,K,l ,2 2 :2 2 2 2 2 2 2 2 2 :2 :2 2 2 3 2 2 46" -, 2 2 212 IT1 :2']2' 2fT 2Ti 31'2 2T'i iTi ~li3 '313' 2/ z' m 'ST3 3T2 ST4 -4i'4 4T:i 2 :2 :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H 2 :2 212 liT 2'1"2 2'1'2 '212' 3i'2 'ill 2 2 312 212 212 312' '2'h i1'2 -4i3' '3 3 312 C,D,E,F,I,J,K,L 2 2 2 2 :2 2 2 2 2 3 2 2 3 3 2 3 3 2 ~m 212 <~ 1 2 312 'z'j2 21'2 313 213 212 '3i3 131'3 '212 414' 3T3' 313 5 4 4T4 '4T3' 63 118" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H for 2 2 2 2: 12 131'2 212' 212 3 2 2 2' rTI2 3 2 2 '2 '21''2 3'f2 11'2 212' 313 r:'lT3 '3T'2 1-----'---- SPACING BASED ON THE FOLLOWING MAXlMIM 01 ENSIONS; HEAD, 1B 112" FROM CORNERIS JAMBS ABOVE MEETING RAIL, 17 1/2" FROM TOP CORNERS AND 25 112" O,C, JAMBS BELOW MEETING. RAIL ' 'IS" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAil ANCHORS NOT REQUIRED IN SILL App."",.t .. "".\p~"" whb ,.. GLASS TYPES: f1onij~2P. Dal', !OS> A. 5116" LAMI . (l/B" ANNEAlED,,090,HB" ANNEAlED) NOM . OJ.., B, 5116" LAMI, (1/6" ANNEAlED,,090,1/B" HEAT STRENGTHENED) ~w~'~ C, 5/16" LAMI" (1/S" HEAT STRENGTHENED,.090,1/S" HEAT STRENGTHENED) D, 7/16" LAMI. (3/16" ANNEAlED,.090, 3/16" ANNEALED) 7~ " E. 7/16" LAMI. (3116" ANNEALED. 090, 3/16" HEAT STRENGTHENED) F, 7116" LAMI. (3/1~' HEAT STRENGTHENED,,090, 3/'16" HEAT STRENGTHENED) --.--- G, 13/16" LAMIIG -liS" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI, (1/8" ANNEALED"oeO,1/8" ANNEALED) " ",. """ '0 - ".' "'^, ''''"0'"'''"" '" ''''', 'M '-'", - ,,~' AN"EALEO,,""', ,"' "'^' "ea.m",",o} ~ ' ",.' '-'", ~ " ,.- "''' ",,"m","",, "' ""'0<, .W "'" - ".. "'^' """"'","'0,,,",,,, ,.. "''' ",,""'","'O} 0 ~ " ''''''' <AM"O " ,". "'^, """"'"'"'", ., ""0< ","" '-'", - "',. ^""EAL""""",, "',. AN",""O} A K 13/16" LAMIIG -118" HEAT STRENGTHENED, AIR SPACE, 7116" LAMI" (3116" ANNEALED,,090, 3116" HEAT STRENGTHENED) __ , ,"'. "., ~ - ,.. H'^' ''''''"'",",0, Me ""'" "W '-'", - ("~ "'^, """m","""",,,, ". "'^, """"'"'"'01.__ __ __~_._ ({.. -" ""'" = A :Jr ANCHORAGE SPACING, STANDARD VIEW ;! e.,;j (- .....,,: --......., 0.. 29 1::::::I::i-- ALUM. SINGLE HUNG WINDOW. IMPACT ROb.rtL.Cla<k,P,E, F.K. 1/24106 A P,O, 80". " ............., ~'~~,....~ I""'" PE#39712 ~~ "';/2~ ~~"'" "1'O/f(V05 I NOKOMIS "':.:~~_::"biY B~___ ....!!'.'-~___!!!5:, ,!.."'--_~ 1. .. 4040,20 A S"uch,,,1 ____ ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8. ANCHORAGE NOTES: -, '----l SUBSTRATE; WINDOW HEIGHT ---~- I -.. 29 314" 38 318" 44" 50 5/8" 60",63" 72" 74" 76" 1. ANCHOR 'TYPES: ANCHOR TYPES:___ '10 ~J: ~l () >18 ~18 ~IF )I~ ~IF ~l~ 10 0 It) 'W ~Io ~r MI~ ~I~ ~'I~ 1 . 114" ELCO TAPCONS ~"'ON2 '" 0 '" Z ''''0'''2 2. 114" ELCO SS4 CRETE.FLEX WINDOW GLASS '" r- ~ r- 0> M~":~r'8 '" ":~":8 "'i~ r'~ r'j8 M~~~'~":8 3 - #12 SCREWS WIDTH TYPE (,J< 191/8" D, E, F, J, K, l '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2, INSTALL CUSTOM VIEW AND RADIUS TOP 111 111 l' 1 111 111 111 fIT 1T1 1 1 2 1 211 1 1'1 il1 Z 1 Z 1 311 311 '211 WINDOWS IN MIAMI-OADE COUN'TY PER TABLE 8, 24" D,E,F,J,K,l 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 112 I'll 112 1 2 111 212 112 111 2 2 2 2 2 1 31,! 212 2T1 '412 "31'2 -3iT 3, FOR WINDOWS INSTALLED OUTSIDE MIAMI-OADE 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 1/4" 32" D, E, F, J, K, l 112 112 112 n2 1 2 112 212 212 112 212 212 T['2 41;!' 31'z '31'2 5'12 412 312 TAPCONS, 1/4' SS4 CRETE.FLEX, OR #12 SCREWS AT THE ANCHOR QUANTmES SPECIFIED IN TABLE 8 37t1 0, E, F, J, K, L 1 1 1 1 1 1 Z 2 1 2 2 1 2 2 1 2 2 1 FOR GLASS TYPE A AND ANCHOR TYPE 11NST AlLED 1 Z 1 2 112 212 1 2 1 2 'fj2 '212 112 312 i1'2 !Tf'2 ':m 312 3 Z 5'12 41-2 4n IN CONCRETE, 40" D, E, F, J, K, L 2 2 2 :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ~m TTT {12 212 1Tz 112 212 212 212 '3:[2 21'2 :iTI :in- 3'12 hi2 612 412 4T2' 4, ANCHOR QUANTITY KEY: 44" D, E, F, J, K, L 2 2 2 :~ 2 2 2 2 2 2 Z Z 2 2 2 2 2 2 """=~ 113 112 1Tz 213 212 112 213 '2"'12 2 2' 313 '212 212 413 412 3 2 6 '3 5 2 412 JAMB ABOVE MTG. RAil -; T 3 F,L 2 2 2 :~ 2 2 3 2 2 3 2 2 3 2 2 3 2 2 "'11'3 ~1i3' 112 2 3 213 112 213 213 212 313 2 3 212 5 J 3 413 312 613 513 412 48" 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 2 2 JAMB BELOW MTG. RAIL D, E,J,K m li3 112 '1 2 213 1 2 212 213 212 212 2 3 212 3 2, <iT3 :IT 2 412 512 412 F,l 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 3 2 113' 1 3 112 2 '3 213 212 2 3 2 3 212 3 3 2 3 212 513 413 312 7 3 5 3 512 631/8" 2 2 2 ~~ 2 2 3 3 2 3 3 2 3 3 2 3 2 2 D, E,J,K 1 3 1 3 112 213 ,213 212 2 3 213 212 3 3 213 212 413 4 3 312 6 3 4 2 412 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD " 18 112" FROM CORNERS JAMBS ABOVE MEETING RAIL" 17 112" FROM TOP CORNERS AND 25 1J:2"'O,C, JAMBS BELOW MEETING RAIL. 6"' BELOW MEETING RAIL (15" MAX, FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7116" LAMI ,,(3116" ANNEALED,.IJ90, 3/1 S' ANNEALED) E, 7116"LAMI . (3/16" ANNEALED..09O. 3/16" HEAT STRENGTHENED) F, 7116" LAMI. (3/'16" HEAT STRENGTHENED,090, 311S" HEAT STRENGTHENED) J, 13116"LAMIIG" liS" HEAT STRENGTHIENED, AIR SPACE, 7/18" lAMI- (3118" ANNEALED,,09O, 3118" ANNEAlED) K. 13116"LAMIIG ,.118" HEAT STRENGTHENED, AIFi SPACE, 7116"l.AM1. (3116" ANNEAlED"WO, 3118" HEAT STRENGTHENED) L 13116" LAMIIG. 118" HEAT STRENGTHENED, AIR SPACE, 7/1S"l.AMI. (3116" HEAT STRENGTHENED"OOO, 3/16" HEAT STRENGTHENED) ~. o.u. ~ - . R,Vf48y: """ " /;(~ 1-' _. ;A rft~ -'r. ~M' _.. 1070 TECHNOl.OGY DRIVE ft:i-T ANCHORAGE SPACING, CUSTOM VIEW . NOKOMIS. FL 34275 TOo, ~7i24106 .. .. ALUM. SINGLE HUNG WINDOW, IMPACT F.K":' -, NO CHANGE THIS SHEET ___ P,O, BO){ 1629 Robert L, Clark, P.E A ~, k.w!lhM/' 1/)roo~Hn I""""; PE#;l1l712 Dr._By. _. ~, m:10105 j __.__________.______.,________ NOKOMIS', Fl34274 Visibly Better SH700 NTS 10 '" 11 4040-20 A F,K. 1129105 .I.J. StrucbJrat -.---- -- - , --- NOTES: CONCRETE, ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM r<E'=~__, 2x WOOD BUCK - WOOD ANCHOR ANCHOR TO CONCRETE EDGE IS 2 112'. (~'~"'l (SEE NOTE 2) (CONCRETE) (WOOD) 2. FOR WOOD APPLICATIONS IN MIAMI-OADE COUNTY. USE #12 SCREWS, 114' TAPCONS OR 1/4' SS4 CRETE-FLEX. :. " . ~ . L'" ., '11/410 bo' '"- . ,". MIN. r 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ---~ 1112' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2xARE 1 '1/2" OPTIONAL 1x M:L' WOOD BUCK ----1 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4" r 4. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF ~ 6063- TS AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX.- MAX.'- OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAlLS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A Q.~JAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL HEAD ANCHORAGE MAY BE USED. <~ jE'X1rERIOR INTERIOR Y 5. ANCHORS ARE NOT REQUIRED AT THE SILL. (BOTH HEAD DETAILS) .& 6. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE #12 TRIMFIT HEADS. 'M'~111.~{ 1 I IJ ",' . -,' 'V ,: ,: -CONCRETE ANCHOR, WOOD ANCHOR, . 7r FH BE.LOW MEETING RAIL. FH BELOW MEETING . .,; (SIEE NOTE 1) RAIL. (SEE NOTE 2) ''II" .' .... . . , . ::::<d.-i."~ 1M '." ..'(CONCRETE OR CONCRETE BLOCK) : .~ :i& ,~'le' 'x BUCK OPTIONAL WITH SOLID CONCR:ETE _fhoio""""""a: SUBSTRATE (SEE NOTE 3} DETAIL C DETAIL D ~q~ ~. lYPIC.AL JAMB ANCHORAGE \} /~~ !.t'@3!Q8 (B01l1JAMB DETAILS) EXTERIOR ~ R<lmB)': f:J,a; -. f{~ ~Y' " .... ADD NOTE 6 RE FlA T HEAD ANCHORS, Robert l, Clark. P.E. F,K. 1/24106 A 'n PE #39712 Omwn By: Oott&" ~Iyo.", A SlrucMaI F.K. .E1-'/EE._ J.J. - f~!0IV5 ~-------_._---- ---- ------ ----- M'AM~D ~. l\-fiAMI-DADE CGUNTY. fl_ORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLL4.NCE OFFICE (Rceo) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMl. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NQA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under me appEcab!e rules and regulations governing me use of construction materials. 'I1le documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). TIlls NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) audlor the AID (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 toe accepted marmer, the manufacturer will incur the expense of such testing and the AID 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 Miarni-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series l"X Heavy Wall Aluminum Tube Clipped Mullion-L.MJ. ApPROVAL DOCUMENT: Drawing No. 6221, titled" 1" Heavy Wall. Elevations Aluminum Tube Clipped Mullion", sheets 1 through 7 of 7, dated 04/28/00, wim last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, F.E., bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expirati.on date by the Miami-Dade COUilty' Product Control Division. MISSILE IMPACT RATING: Large and Smail :Missile Impact LABELING: Each unit shall bear a pem:wnent label with the manufacturers name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless oll)erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, afHi/or manufacture of the product or process. ~...1isuse of this NO.A. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. l.NSPECTION: A copy of this entire NOA shall be provided [0 the user by the manufacturer or its distributors and shall be availabie for inspection at tile job site at the request of the Building Official. This NOA renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E-l and E-2, as well as approval document mentioned above. lile submitted documentation was reviewed by Jaime D. Gascon, P.E. 0 /\,&A~ NOA No 06-012SJ17 ~;'l'b\Oi:> Expiration Dale: June 28, 2011 {" ... Approval Date; July 20, 2006 Page 1 PG r Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBl\HTTED A. DRA WINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled ''1'' Hea'v'Y Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of7, dated 04/28/00, with last revision on 05/30106, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T AS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, T AS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix 2 x std. wall mullion, prepared by Fenestration T'"ct;ncr T .,hr.r<'ltr.r\l Tn!' T'",ct R"'Y"onrl Nr. l?'T'T._?Q{}? (btpr! Ol/O,!!)J "io-npr! ~nrl J V""LJ..l~6 .L...J"U~JV1."-'I,..VJ.J) .J..1.1........, ..I. vlJ\- .l....'""t'......L'- ,I.. ''J. .Jl. ....A.J _--' v_, '-'"""''''_'''''" v"'~ ............., v....., ......"0......"'...... _........... seated by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05>) 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a Ix 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, PE "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T AS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FEe, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a Ix 2 x 34" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2975, dated 01123/01, signed and sealed by Antonio Acevedo, P,E. USubmitted under NOA # 04-0528.05" C. CALCULA TIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05/30106, signed and sealed by Robert L. Clark, P.E. c---... / ~ ____-----,\ ~~ V .IaimeD. Gascon,P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2(){)6 E-l 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, r.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to POT Industries for their 1" x Heavy Wall-Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28106. ~ Jaime D. Gascon, F.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28,2011 Approval Date: July 20, 2006 E - 2 ANCHORS DUAIL "8", ---W--i ANCHORS DETAIL "8", ANCHORS DETAIL A - "e" OR "D" AT BOTH "e" OR "0" AT BOTH [NOS AND AT BOrTO"S ANCHORS DETAIL "B", - r .. "l [NOS AND AT BOTTOM "e" OR "0" BOTH ENDS -----.- / f ANCHORS DUAIL A --I I- T ./ I MULLION -l 1 ANCHORS VETAIL "B~ 'r f "c" OFI "[)" BOTH ENDS 7 I 1 ;"f ~2 / ~ -' H j H == Hl+H2 MULLIONS, ( .r r-- MULlK)N ill WINDOW MUUEfI H t If W/ON[ ABOVE I MULL/ONS l I I FOR DUERM"WG MAX AlLOWAB" II OESIGN PRESSURE SEE TA8i~ES i ON PAGES 5, 6 & 7 1= ~ WI T 'W2=i I _ MAX OPENING = H' OR HI +H2 ././ 'j' ./ - MULL LENGTH '" W W .; Wl+W2 1- ---w J-- ,-IV .w2-- .---- I H "" Hl+H2 i >--- jf--- i (2) WINDOWS MULLED W '" W7+W2+W3 H '" H7+H2 W "" Wl+W2 W lONE ABOVE .M.Jl.UJELE WINDOWS Ml/LLED J2L.WINDOWS MULLEJ2.JO.GEJHER ~UNXl~. ...~.............. -lite FOR DETERMINING MAX ALLOWABLE .W/ONE ABOVE FOR DETERMINlND' MAX AI.LOWABIE ~~~B~ DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE T.48LES ON PAGES 5. 6 &: 7 OESIGN PRESSURE SEE TABLES ON PACES 5, 6 &' 7 ~ Ml) MAX OPENING = H OR HI +H2 ON PAGES 5. 6 & 7 MAX OPENING = W OR WI +W2 -- MULL LENGTH = W OR WI+W2 MJ) MAX OPENING:: H OR H1+H2 MULL LENGTH = H li2) MAX OPENING = W OR WI+W2 MULL LENGtH "" W OR WI +W2+WJ -----------.-- MULL LENGTH:: HI 1.14) MAX OPENING "" WI +W2 Of? W2+WJ ~ MULL LENGTH = HI 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT FOR ANCHORAGE TYPE, QUANTlT'!' AND LOCATION, REFER TO SHEETS 2, 3. 5, 6 AND 7, m BE USED ON~ Y WITH - PCT INDUSTRIES AA()DUCTS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF '7 UNITS. J. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLiCATIONS. r-- -----.- .Wd: ~JJO/06 t1DDN(~;;---; & 6 4, REFERENCE - Tm REPOR1'$' fTL-2902, 2903 ANO 2975'fI! F.K, ClCO TEXTRON NOA: 04-0721.01. 03-0225.05 ~T 5/5/06 cjDo'~;;;~.--~~ ANSI/#'&PA NOS-2ool FOR WOOD CONSTRUWON ;II f. on - 0<>: ADM-2000 ALUMINUM DESIGN MANUAL ;.---- P.J.r:::... 4 28 00 --"-- ---------------~ 5, THIS PRODUCT HAS BEEN DESIGNfD & TfSTfD TO COMPLY WiTH THE REOUIRE- ()ucriplJon: .<h "'NTS OF TH" F(OR/VA BU/LO/NG COOf, 2004 mmON FOR mE H/GH moC/TY ~ ;; 1" HEAVY WALL, ELEVA news "- -- HURRICANE ZONE (HVHZ), ~ )0 150 l'itW: /0"0 TfCHNQLOGi' ORM: ALUMINUM TUB[ CUPP[O MULLION 1; WOOD BUCKS BY OTHERS, MUS'T Bf ANCHORfO PROPClTLY TO TRANSFER LOAOSL . 1 NOKOMlS. fl 3.275 TO THE STRUCTURE. obert L. CIon.. P.E P.O, eox 15<19 s.;~~~_~~" o~ 7 l~=~~.__ Rovo PE 13971< NOKOMIS, Fl. J<274 0 ._----------~_.---...-.-------------~- ---_:~~~':~._-- --- - r: .--------.----.--. -.------..- #'2 FH ~--- PGT I x MULLION r . _ STAGGERED ON r MULL~ r PCT 1 x MULLlON-~ ,. r~2 OR 4 ~i OPPOSITE SIDES MULL/ON CLIP, CUT II (SO AS NOT TO I FLANGES OFF CUP WOOD BU(K . . "~ . ..... r.....r INTERFEI"? E WITH TO FORM A REMOVED TO _WOOD ~ lAIN J EACH OTHER) NU" CHANNEL AND CONCRETEl r BUCK r - - - SEE NOTE J INSTALL AS SHOWN J 1 .. -.'""., ..". M. SONRY ANC'fOR 2 ('TYP) . -j"-.-.\.E"'!t1=.<. . A r B 'h(TYP -=::C:'"=':',:=::,:,:'",-c'f -SEE NOTES 1 & J PCT Ix MULLION /12 SCREW, 1 s~..:-':~'.O:.'C";.'~.:l.V SEE NOTE J SEE . ;E'E I~. / ..~,".,. NOTE 1 . .' NOTL~' ....:~ :,~' FOR r ~~ . T" MULi.,lON TO MULLION INSTALLATION, DETAIL "A" TYP/GiIL MULLION TO STRUCTURE W~ 2" OR 4"- #12 FH sMS STAGGERED flUCK f5EMOVED FROM CO~AIL "C:' Ix MULL/ON r ON OPPOSITE SIDES (SO ~2" OR 4-'l #12 rH eLlS STAGGERED ON AS NOT TO INTERFERE r .;>IVI WITH EACH OTHER) _ OPPOSITE: SIDES (SO AS NOT , SEE NOTE J TO INTEFIF[F?E WITH EACH OTHER) SEE NOTE .3 WOOD\ 2h(TYP) 1 NOTES 2 & ~ BUCK 1 (IYP ..) J;-- Ci MASONJ'?Y ANCHOr?, SEE NOTES 1 & J ,;;:'S,- ANCHOR EMBED, .=-.: . SEE NOTE 2 rTf' . . ". ;;:.;" '.... l' I ......... .;;. . L- ~.>..;:;.:' '. ..;':.. '. SEE , . '. . .' :r ;""'~:':'~t . .~, ". ~ . 0 ... .' PCT Ix MULLlON- NOTE ";;<:'~,:"';. ;0:.' I'IIOIltJCTUI~E'/t'Q . '.. .....".:: .' -~--"""". ""~........- '. . [ ./ . . .....t.ir /' ~,..~~?- TYPICAL MULLION TO STRUCTURE WITH . ./. l . .-WOOD BUC/( . ~. . JjQIr;;i; J'fQ~ DETAIL "fr' t:.- &,nCPICAL MULLION TO STRUCTURE v.:.1~1j ~~ 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAM/-DADE:~~'=~I WOOD BUCK AND CONG.. Dt:L'YL.-12. ~ . COUNTY APPROVm ELCO 1/4" TAPCONS OR 1/4" $54 CRETE -FLEX MASONRY 1_ :,,- . .::- I ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE < . . ; ----- IS 2 1/2", MIN. EMBEDMENT: TAPCONS 1 1/4'~ CRETE-FLEX I 3/4" NOT~,',.. ':.:",.'i,':'. 2. FOR WOOD APPUC4T10NS USE #12 SCREWS, [LCO 1/4" TAPCONS OR 1/4" T .;' .'c,.. ".. "J.:' SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2 - d -.;.," J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR --"'2- ~ STUCCO. c ~ ------:------:---p TS 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5 6 AND 7, FOR TO BE U::>I:D ONL Y WITH PGr INDUS7RIE'~0.,)DUC ANCHOR LOCATIONS SEE SHEET J. OUANTl1Y OF PINNING SCRDIS FOR MULl- -- Ii: ,730/"~ """ J" TO-CLIP TO BE HALF THE QUANTITY OF ANCl-IORS FROM CLlP-TO'..OPENING 1)' ~ .: "1':/ """""""'- <TAiLS (MINIMUM OF 2 SCREWS PER CLIP), ~I .. F.K, _ 5/3/04 C-ADD tUBED. Dc" 5. IMPORTANT: QUANTITY or ANCHORS SHOWN ABOVE ARE FOR PICTORIAL it P.J.P. .riB 00 REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO .... ~N I '~,;;:- .- CHARTS 1 THROUGH 4 ON SHEETS 5. 6 AND 7, FIND THE APPLICABLE MULL I/J,,/ - 1" HEA W WALL CUP INSTALLA nON DETAIL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPL/CA TlON. ANCHORING 11~ /~ 71"" ~ OR LOADING CONDITIONS NOT SI-/OWN IN TI.IESE DETAILS ARE NOT PART OF THIS .,.. 5& 4t. 1010 1tCHNOLOGY ORNE: ALUMINUM TUBE CUPPED MULLION I APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLAT[D. NOKOMIS, Il! J.l.27~, --~;;;-i----~. No ------rRov L' REFERENCE TEST REPORTS. FTL--2902. 2903 AND 2975. RObop~ 'i3g~f;, p E. . PO BOX 1529 s..;",/l'O<JoI' sCNY-C- . ':). , 7 ""'9' 6221 I 0 _.~~~____ __:~I()J(OUIS.~~27'__ MUL~.__ _~) ~.......::____.__.~__ . _. . _~,o_.._.__.~_,__._"_______"_.~ __~ r I~ll L A/2 ~MIN. TYP'~1 _ ~M1N. ~MIN. TYP.-I ~M1N. . J. - r- r '-r0 4 MAX. + l~MAX. l~MAX. I~MAX L L_ L s!: I L ~] ~MAX. + + 1" MULL CLIP rL~ (CLIP TO OPENING) EXTRUSION Dwe #1099 @ TWO (2) ANGHOR @ THREE (:3) ANCHQR @ FOUR (4-) ANCHOE? @ SIX (6) ANCHOR LOG-A TlONS LOCATIONS .LOCATlON~: - LOCA TlQNS ..------ ];/2 ~MIN rrp . -~MIN. TYP. . .~MlN. N(IIlIlJCT IlltNIi!'N1W L i2bi (2)[QSP'@~ (4)EOSP.@ 2f',,--1i rrp. ..~_IIoo'" =-~~:- (A-J/4}i2 ~.. (A-3/4}/4 L 3~ iJ II :::: L + t + 0 - + 0 1+ + 0 e e + ~MIN.ILAJ ~MIN..r AJ ~MIN.IL-A-' ~MIN.I 3rt ...- 1" MULL CLIP ~---- W /TABS RE:.MOVED CD .Qt:J.L..ill ANCHOR V ..!J'ifL.J2LANCJiOR Q) II-IREE-1J)...A1.'i.QjQE @ FIVE (5) ANCHQfJ (CLIP TO MULL) LOCA nON LOCA nON J.QCATfON,5 j,f).J;;A T/Q~! EXTRUSION Dwe # 1 099 NOTES: CLIP LENGTH CHART -_.--._-~ --- FOR Ix MULL 1. !.M.EQBJANl: QUANnTY OF ANCHORS SHOWN ARE FOR MULL SIZE 'A' PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY r ~~ OF ANCHORS. PLEMF REFER TO eHmTS , THROUGH , ON Y ~ F. . 1 x 2 x 3/8 1 J/ll) SHEETS 5. 6 AND 7. FIND THE CORRECT MULL SIZE AND . ""By. I x 2 3/4 x 3/8 PRESSURF RTOU/REO FOR YOUR SPWAC APPUCAIION. fi . 'k-- P.J.P. --- I 15/16 o..teription: 1 x 2 J/4 x 21/J2 1 J/8 2. J/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION / )1" HEAVY WALL, ANCHOR LOCATlOtjS 1 x 4 x J/8 J J/15 SHOWN AS MAX. S!'5 JloG 00." 10';'0 TECHNOLOGY (JRNr.: ALUMINUM TUBE CLIPPED MULLION 3. RE:FERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. , NOKOWS. 1'1. J427.' s:~___~~~r:L_~.~Pro"~:~.~_?~.~~=rR"D Robffl L Clofk. P.f:. P.O. 110>' 1529 pt *J971~ ''1011'01115. I'l 34;74 Slrv<:tutol -~--.-~ ----~~_._-_. --~--- -~-----..-----------.-_-->._----~----~------------------_._- ~---~~----------_._---,---,---'-----_.- 1 B r1;r 3 188 1 3 B J li ~ 8 32 ~ r I 4 rr= ~ ~ i IL~f 2~ 116L7 3:\ -.cr~...~=-... _ __ :'~"'.IIooFlwWo _ _ ~I'4oJ~f '--. ~~ ---- -- ~~ -. 1x HEAVY WALL MULLS ---~ ------- MAT'L: 6063-T6 ~~V ~T .. 13 i/x- ~ P.JP. NOTE ;. l't:,/ 7HEA VY WALL, MULLION PROFILES ,. REFERENCE TEST REPORT FTL - 2902, 2903 AND 2975 S/ 50;''' 1O~~~rgf:f.~lG~f:;ff: ALUM/!.'}UM TUBE CUPPED MULLlq~- ob.rt L Clork, PEp 0 BOX 1529 s.n../IJ<>d.., . TI' I $1>.., ~ R.", ~;"IC~~?~2 NOKoUlS, FL J4274 _MUl!::~_.__ 1 ~~_.:~___.?22 2 0 'CHART 3. . 1 v') 7t:.... ~~(} OTY,s. TYP. - OPENiNG WIOTHlNlNCHES--- - ANCHOR 50 60 io'" 80 90 1"00 110 j 120 130 160 . CLIP TO \ (2) A (2) A., (2) A (2) j\ . I (2) A -~- r (2) A (2) A jl, (2) A 1 (:2) A -T(2')"A OPENING (3,8 (4) B (3) 8 (4) 8 (~) B (4) B (3) 8 (4) B (3) B (4) B (3) 8 ! (4) B (3) B (4) B {3} B (4) B (3) B ! (4) B (3) B (4) B Cl..,iP TO I ~! MULL Lb. (2) 8 (2) B (2) B J (2) 8 (2) 8 (2) 8 (2) B (2) El (2) B (2) 8 (2) B (2) B (2) B (2) B I (2) B (2) B (2) B I (2) 8 (2) B (2) B 42 170 170 170 1~~-.E_~ _..!.~_ 170 170 170 170 170 170 170 170 no 170 170 I 170 _!70__~. 48 170170 160 170 148 169 141 161._ 138 158137 157137 157 137 157 137T15~. ~:C_ 157 (I) 50.625 168 170 148_ 169 136 156 129 148_ '125 143 123 141 123 141 I 123 141 1:23 -r-t;t1123141 ~ 54 152 170 135 _~ 12~_ 142._ 116 133 112 128 109 '125 108 124 108 _ 124 108 12.~_ 108 124 o 60 133 152 117 134 106 122 99 113 94 107 90 103 . i~__ _.101 i 88 100 _~~,~~ 88 __1-_1~ ~ 63 125 143 110 126 99 114 92 105 87 99 83 95 al 93 80 91 80 ,.....,91 80 91 ~ 66 ~~ 135 103 118 93 107' 86 97 ;-""81 90 7'7 85 75 82 73 80 73 - 79 73 79 i: 72 100 108 92 92 81 81 73 73 67 67 63 63 l50 60 58 58 56 66 56 56 ~ 76 91 91 77 77 68 68 61 61 56 56 - '-1;2 52 49 49 47 47 46 I 4ei 45 45 ~ 78~_ 84 7'1_ 71 63 63 &3-5'6-- 51 51 48 48 45 45 43 43 4~ 40 40 I j 84 67 67, 57 57 50 50 44 44 40 4037 37 35 35 33 33 32' 32 __~,<:l_ ~_. i 90f-~1-_ 54 46. 46 _40 40- 36 36 32 32__2_4___~O 28 ~~ ~ ~_. TI.32_~~_,-~~ 96 44 44 38 38 ~~ 33 29 29 26 26 24 -t :~4 23 23 21 21 20 BO 18 18 108 31 3~_'__2If-::r=26 - . ir=-__~~__ .'-:3.~_~_, '-Th-~ 1~::::.~~~f--'15 .. __ 15 _-::__ .. mt 111 29 29 24 i 24 21 21 18 18 17 17 I 15 I 15 .. - .. - ~~~IioI~ ~.....~ .... ", M, - .' _:= ./iOn:s. ==-"",.Qq,.QJ1..$:.01 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. ~~ 2. DESIGN IS BASED ON OPENING WiDTH rDR /AUf. TlPLE .. UNITS, '--~~" CONSIDER ONLY TWO ADJACENT (jj'.lITS AT A TIME SEt SlltET I. r-MUltiple Ml111l~d u~~;'1 3. RE.FERENCE TEST REPORT FTL-2902, 2903 AND 2975 /-..,.-- . -.----.-'.'1-".--"----..--'---.----~ ""'J 1~.1 !,'--r 4. ANCHOR TYPES. A ELC.0.1/1.4" 7A.I.'CONS' EMf3fD., (.1 1/4') OR Vel'tu;a! Mull Horizontal Mull f I I I ii' ;/4" 554- CRETE-FLEX, EMBED (I 3/4") I II r-"--"'r-"-"-..'~T . .-.. I! l Mull B A'12 SCREWS ,i I I M~!I OP8C ! ! Length 5. SEE ANCI-I~~;~~CINC DETAILS SIIEET J,_--..--:--..~::-:---~_.---"'- Ii....... 1........1 L.ength I Wi thg I......... 11--.- ._J TO BE USEj) O"lY WIT" PGL'!'D"2'/"0-"If()Ducrs_ . i.. I h.'_.J L__c.. __.. 1.~~I. I /1 ~Z:~:..J~/JO/~}~(; (H1~5.!~_ r I _Op,miny_ I J I, Mull" I \"oe,"unt':',g, ~#~/ I[J rr-----.. ~ r,K. j'~. 5.5/06 [.-IMRKCO R[\1!S10NS _'_ ! I- Width -I f--L.8ngt;, ---j HI " I /J ~ iii "'IlIIIl [I 6io~~' 0:;-.7"'-" --.-----..-- l___.___,.._..___ ,_ _____ . .. / /' '. ~ _ .. . P.JP. 4 28 00 __L___~__"._______..__ - ----....--"--'-"..._______,,.______J 1/ " U- .JlNUSTRlIES ~;;.,,,.;;:-!LY__ "'______. I / ~ 1" f-fEA VY WALL, PRESSUF.'[_ CtJliRT ~_ - 10 ----- -. -- __,___,,_____"__.__m.___'~.____ - ..5/{<' 6{ JO}() rECHNCtf)(;; o~ n:L'IUMJ/\/UlJ T'IJB' ('LIDOJ:"D MULLION i NOKOUIS. Fl 3427:5 /"\ i' Y IVI _ L ,'. I , '- I ._________ ._ RQb1:.-t P [ 5""'-ltJa;~'-~--~-~~he;t:---'---fOt"""/.r\9 -No. IVV: '. . . P.O. BOX '5Z9' __ . _, ~~";ct~'o,' .~OKOI;iIS, FL J'274 MULLS I N f::.) 6 .,' 1 I 6227_"."._. _e. .___~.____"".__ ________._..___J...._._".__,,~____.____.___,..____"_. ...._ _ rCHART 4. . 1x4x.375 -----..-.-.-. ..------.----------.----------..-...----.--.--------.---.--------.--~_ --.-----...-.--.---.--.----.----------------.--...-------. rci'TY.-& TYP. ... OPENING WIDTH IN INC'HES- .. -- I ANCHOR 50 60 -r-'?:.~___ 80. ~ 100" '---1'10 __ 12CI 130 1~__ ~t CUP TO (2) A (3) A (2) A (3) i\ T (2) A.' i (3) A (2) A (.3) A (2) Al (3) A (2) A (3) A (2) A (3) A (2)Al(3) A (~) i~ r (3}.A (2) A (3) A OPENING (4) 8 (6) B (4) 8 (6) B (4) 8 I (5) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4)8 I .(6) 8 (4) 8 (6) 8 (4) B (6) B CLIP TO - ~I .. - MIJLL~ (5) 8 (5) 8 (5) 8 (5) B (5) 8 (5) 8 {5) B (5) B (5) B (5) B (5) 8 (5) B (5) 8 . (5) B (5) B (5) 8 ~?!13 (5) 8 ,(5) B (5) S t 42 .-2~ }70 170 .J!5!_ .-.!!..~t.2Z0 170 170 170 170. 170.. "170 1--~.~9::r17~_ 170. 170 170 170 .170 I 17_~.. 48 170 170 170 170 170 170 170 170 170 J 170 170 170' 170 170 170 170 170 1_~ 170 170 50.625~.. =170 170 - 170 --WOi~17q --170 17~_ '_~zs!..I 170. ..170 ...:t,~y-~4-17O 170 170. 170 ~~...:t~ ~2.'2.... 11.1 54 170 170 170 i7p_-.!70. 170 169 170 1621170 158 170 157 170 151' 170 151 170 157 170 ~ 60 170 _170 170 -170.. 2-.ffi170- 143 170 13~t170 -f~=:I!o- 1Z8 170 127' 1~0 12;1 170 127 1?~ ~ 63~ . 170 159 170 144. 170 133 170 126 170 121. =_. _ 117 169 11Ei 166 1H5 165 _116 165 :z 66 17~ 170 150 170~. 170 125 170 117 166 112 156 108 150 '106 145 105 144 105 144 i 72 '154 -170 134 '170 ].-20-.'1'=--~ --rfO-~- !B1D3 136 98 127__&4 120 91 115 89- 112 8~_..-!.:!!... t!i 75 144 170 125 160 112 140 102 126 95 116 90 '108 86 102 83 98 81 95 79 93 ffi 78 140 170 -121 148 101r --129 99 116 92 - 106 ~9 83 93 80 89 78 87' 75 84 ~ M ~ ._138 ~. ....!.!? 9f=_~__' 90 92 -~~-8.~'=~....L.P _ 73-~ 73 69~-"6:9 '--66 66 __62 ~ ::l 90 ...:!J.~. '112 -'95 95 .~~-~.t'-~- 7~. i-J~_ __ 67_ ~ L-.....:.6.~_.L_62 ~. 8' 58 54 54 52 52 _~ ~ :ii 96 -----,~ E..._ 78 78_ 67__._~2- .__~~- '---~_ .2~ -~~,~..J~_.. 47 47. _~._ 44 42 42 38~_ 108 64 64 54 54 47 47 42 42 37 37 :}4 34 32 32 30 30 28 2E1 25 2~) -------- I . 144 27 i 27 22 .22 19 i 19 17 17 15 b,".. . - - - .. - __tM'Jd1'lI>'m1IIt ...L~._A --'~-'.N ,\If )TE<;; ~.''''~.A'l ~-,=. ..~~?,_~V I. MAXIMUM ALLOWABLE PRESSU"E IN PSF. r 2. DESIGN IS BASED ON OPENING WIOTH FOR MUUf,ULE UNITS. --. CONSiDfl.( ONU TWO ADJACENT UNITS AT A TiME, SEE Sl-lEET 1. . IM~.ti;le MUllfad"Ul1itsl J. RE/TRENCE TEST REPORT FTL'-2902, 2903 AND 2975 ,"- V erti~<;i...M;il~-'-r)1 '..--H~;i;~.~t;iM;:;ii.-, ~-j In -Of - -1'IJ1,i .----1' ". I' " ANC H OR TYPES A. [,1 ~~~ ;{;I! "C;A;'~~~I~{[/A~~g[O(' (: <~;:~.JR ---------- I . ! MUll hi 11,'" SCRrW<; ,-.. '--- -'--'.T .. II ""[' , 0. Ir" . ,. ~ ! ! , I I I Length . 5. SEE ANCHOR SPACING DETAILS SflEET 3. '. : L~.I~~;h OW;;(.~g '_...--..-~--'--'.-..--l...~;.~ L ....1 ..1 U._.J I . IrQ iiEUSED.. .Q1jJ, ^IL.Y Wif'.I-..l-PGTfNDLISTRIES::-..F..lR 'O.'9_~rs I I I' I i k,--I I I-------~---- f?1(=l?)30{~~"-""No.9.ii?_J!.rrs stir j I ~._Openirlq__..i----- "---'l.._ Mull.j ""-O':;:;;~9 I I /f/ I. -..- ""~.rr ~;'5/06 C~'ElJ RLYISIONS , I Whlth ' Lenqth 1 r I 1 . / I ~ II I)rown 6)-: Oout.: -<-- -~.._"---- I-----_l__________~__~ '/1 (I:~ l~~TRJ~ J~~[~~~Al~,-~[S~~:;Q;~RT _~=- ~j;'.lk,.. I IO~,;~f,~_:c~()G~f~V( IA~LUMINUM.. TUf}E .JJJ.EPEO }!1ULL/ON_._~__- J l"-~': (CIOr.. I'E I PO 80)( 1529 [$0""'1_01' p''''''' I.;,..'I 2]0,"""'" No. F _______. "_ ':~,!c:~:~il ,NOKOUls,n J4m WJU.s i NTS ? or 7 622' __1.!2... <---- _.~-- ~._- '---...--.~-...-..--..-.-_~-_.M,,____._>_,._._..__~_"'.A__..--~--'-"--~_.._'_.._._.__~_~__,."_~ __..,,"~,~___~._..."_.____,__~_.~~_~_.._!_~___"_~~__._____. .__"_."______~_.__~__J_._..__~. ,__.._._._~.__~___w ..__~___._,______~~_~__ f':rla. { f/al( {o'</? I City of Cape Canaveral, Florida ! BUILDING PERMIT 5665 PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 PERMIT INFORMATION I LOCATION INFORMATION Permit #:5665 Issued: 3/31/2008 I Address: 7605 RIDGEWOOD AV Permit Type: WINDOWS & DOORS I CAPE CANAVERAL, FL Class of Work: 434- Add.lAIt. & Reroofs Res. I Township: 24 Range: 37 Proposed Use: Condominiums (R-2) (3 or More) I Lot(s): Block: SectiolJ: 23 Sq. Feet: Est. Value: ! Book: 3 Page: 7 / Cost: 4,500.00 Total Fees: 112.501 Subdivision: RIDGEWOOD CONDOMINIUMS ~l'IlglJl1tPaid: Date Paid: 1 Parcel NUmber: 24 3723CG 39 707 ~_.CONTRACTOR INFORMATION I OWNER INFORMATION Name: MCDONALD, RICKY I Name: BAKER, JOSEPH WAYNE Addr: 2109 SOUTH US 1 I Address: 429 ROCK LAKE DR ROCKLEDGE, FL 32955 I ORLANDO, FL 3280500 Phone: (321)636-1447 Lic: CBC043562 i Phone: Work Desc: REPLACE WINDOWS (UNIT #7-1) PER SUBMITTED SPECIFICATIONS _ . ................................_.._.......................................m.____..__.m_....................... .........m..._____ .........._...____..._........____.. _. __....._.. APPLICATION FEES sUlLoINGOVER2K 75:001 PLAN REVIEW OVER 2K 37.501 ! , I I I , I ! , I I , I I I I i i , , I I I 1 , , , I I I I I I , I I I I 1 ! ~...... Inspections Required I Final I I i I ! i j ! I i I' I . , ! I : I I ! I , I ~ ! i i . I ! APPUCATIO~ ACCEPTED BY: PLANS CHECKED BY: APPROVEb BY: I NOTICE: I HI~ I-'l::RMi I BE{;uMl::~ NULL AND VOiD iF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONfHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED. OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR , NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO ViOLATE OR CANCEL THE PROV!SIONS OF ANY OTHER I' ! STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ I _ _ _nn___ _ _ _n___ _ _ _ I I ;1~L?~~ 31./ fnq I ~'Y'~'~UED~BYJ'tATE - 1- Of V~ I CITY OF CAPE CANA VERAL Tracking # BUILDING PERMIT APPLICATION Permit # (321) 868-1222 City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 You may download this application: wwwnwtlorida.comlcape. You may fax to: (321) 868-1247. All applications must include the backside of this fonn. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (Contractor Owner-Builder is required to sign tor the building permit, unless indicated otherwise by aflidavit. I.D. may be required) Address ofJob Site: -"{1.o05 Klc\c''''''(.5Jooct ~I CC "" i-I Zoningclassification:_FloodZone:_ Legal description of pro pert)' : TWN: ~RNG: _SEe: _ SUBD: BLK: _LOT: _PB: _ PG:_ Property Owner Name: JO';c:Ph (,.-,..:'10'''/ hL <~"be... Phone: Address: l.-\..;t <0'1 ,qocIL La l'ce f)YZAV-C:: OV lcu'nPM Pi 3;;t8'<) ;:; Fee Simple Titleholder's Nanle (if other than owner): i Address: Bonding Company: Address: Mortgage Lender: Address: ...J Type of Permit Brief descriptio!! of work: .j Buildin ~. :Drnf (-)C'T Electrical Plumbin Mechanical Other T 'pe of Const. Occ- FPL lines City Sewer Will tbis .1 ).. Square Type upancy currently ayailable stI'ucture # of # of # of # of Valuation of work 'I BUildIng Feel (lA, Group available to to serve have built.in .tori.. <lwei. water (ph:as" under VB, (B,RI, serve this this gas liD:;" c1....ts indieatt> as roof "Ie) "tc.) property? property? appliances? IUl applicab"'> Yes/No Yes/No Yes/No 20mmercial $ V SFR $ tf5Z;;b.. ~. I fownhouse $ ~M~~t $ "'-- 1C0ndominilll:r $ pilier $ I Architect!Engineer Name: Name of C(lropany:______~ i Address: . I I State Lj,oense No.: Phone (otlice): Pl1pne(<;e11lP~ger.): Fax: I Primary ContractorName:'--r;;tc~"I. E ,r1,cQif.....c1.lcL Name (lfGompany:r{c(C'j \'2\ f'/\"'t')(r'r-.cc (c(( .~r;:::,c. I Address: ,::2\oq 5c'1A.+-h . v'~S .1- _ . ..... .~,. . , "., r' r I State Llcense No.: CBCO--\ZSS(,,;J. Phone(office): G;::Si.c~ \'t\,.f7 Ph9!le(cell/pager.): Fax: (",3\ .:;,67.::> I Electrical Contractor Name: Name of COlllP!l1l)': . ~~: I I State License No.: Phone (ofiice): Phone (Cell/pager.): Fax: Plumbing Contractor Name: Nan:~ofC()I)lPatlY:. . .... .... Address: . . State License No.: Phone (otIice): Phone (cell/pager.): Fax: Mechanical Contractor N<Lme: Name of Company: I Address: State License No.: Phone (ofiice): Phone (cell/pageL): Fax: Specialty IOther Contractor Name: Name of Company: Address: I State License No.: Phone (ottice): Phone (cell/pager.): Fax: G' BldQ O"ot Forms RP APPl .IrA nON R"v Tnl>- 71) 71)1)r. - <./ .I. -- -- -~ -------------- ----.--~. --,---- . ~ ,..--. Building Permit Application Checklist Notes Completed Pelmit Application Cum:nt codt: t:dition: FL Bldg. Codt: 2004 (as rt:vist:d) Current sUlVey showi.1.m all proposed construction and landscaping Cht:ek with Bldg. Dt:pt. ior st:tbacks Notarized signature - OwnerlBuilder Affidavit If ownt:r is acting as contractor Sewer Impact Fee receipt May bt: dt:ii:rrt:d until C.O. Unlt:Ss job is remod"'ing County Impact Fee receipt May bt: dt:ft:rrt:d until C.O. Capital Expansion Impact Fee receipt Maybt: dt:ii:rrt:d until C.O. Sidewalk Impact Fee receipt If sidt:waIk t:Xists on lot Recorded Wananty Deed / Proof of Ownership COpy of Recorded Notice of Commencement (over $2,500) Ovt:r $5,000 for Mt:ehanical changt: out CUITent Worker's Compo Policy / Exemption Rt:COrd will bt: kt:pt on filt: aftt:r initial submittal Community Appearance Board Approval For all work visiblt: ii-om Public Right-oi~ W ay Planning and Zoning Board Site Plan Approval For all nt:W construction of four units or mort: ConcurrenCY F OrillS For all nt:W construction not part of approwd sitt: plan Primary Contractor's State License Rt:cord will hi: kt:pt on Jilt: aikr initial submittal I Subcontractor's Authorizations: Rt:cord will hi: kt:pt on fLIt: aftt:r initial submittal State License NotiJ)- Building Dt:partmt:l1t of contraptor cbangt:S Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor I Specialty/Other Contractor Specialty/ather Contractor Construction Drawings: Pt:r F.B.C. 104 Two sets of sealed constmction drawings (three sets if commercial) Pt:rF.B.C.I04 Electrical Load Calculations Plans must indicatt: pason rt:Sponsiblt: tor calculations Electrical Riser All nt:W st:fVict: must hi: locatt:d undt:rground Plumbing Riser Plans must indicatt: pt:fSon rt:sponsiblt: tor dt:sign NC layout Plans must indicatt: pt:fSon rt:Sponsiblt: tor dt:Sign I , Two sets of Energy Calculations Plans must indicatt: pason rt:Sponsiblt: tor calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkler/Alarm specifications Rt:quirt:S Firt: Dt:pt approval prior to issuanct: of pt:rmit Pool Banier Requirement Fornl (signed) Pool pt:rmits will not hi: issut:d without barrit:r I Application is hereby made to obtain a pennit to do the work and installations as indicated. I certifY that no work or installation has commenced prior to the issuance of a peImit and that all work will be pelformed to meet the standm-ds of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2004 Edition. I understand that all permits require inspections as indicated. This pelmit application is valid for six months from date of submission. By signing, applicant IDll1llS that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. /7 // Applicant's Name: . .. . _. nrrq::~ ~ ~ U Appl1cant's ~)Igna . I (/ - h.J. , ~._~ u............ ----., ?)-/,J-O g Site Address: fCoOS e' -~ . ~ Avf:. Cc., ~7- I Date: '-- ____,0, e..t.0 0 (l C', I I For Notary use only: State ofFlOlida, County of Brevard eu brL Sworn and subsclibed before me this \ 2- day of '1{JlClA cA--. ~- who produced identification: rL D'i/.A'nA~ C~~.;--~ or is personally kl10wn to me. NOTARY PUEllC-SL;\TE OF FLOR.TDA ..""""""'" SUSAN R.pMA~T1N Seal: t~~~)comm;'Sl~~i.Dfs~9~~~~ :B~~'L)'E~' THRU Al1.',,"llC BmiDISG CO., INC. G: Bldg,Dt:pt.FoffilS BP APPLICA nON Rt:V. July 20, 2006 . BUILDING PERMIT FEES: Address:7{poS- /21;YtP4.Ja0 ~ #7--( / l..Jlh ;OW--f Building Permit per square footage:..........:................................................. Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valuation:.......~.5.W:.~~.................................... Y-;-:OD ~Living Area): /;1' Zl~ 6o,oQ c/ fA - I)~UG) f2t( . '(@5x3 ::-IS- __ Total Sq. Ft. (Enclosed Area): 1$:00 Building Permit miscellaneous:........................... .......... .........:...................... Total Sq. Ft. (Living Area): fotal Sq. Ft. (Enclosed Area): EI ectrical.~.....................................................................:......................;............... ~ h' . . ~ .J.uffiulng...... .......... ... e.... .................. e............... .... .......... ....... ...... .... .... ..... ..... ............ .......... Viechanical.............................................................................................;........... . ~I ~uilding Permit Plan Check Fee....?~/b.;.:................................................. 3 7. S() ;ire Dept. Plan Check Fee................ .............. ........ ........ ............................. ..... tadon Trust Fund: sq. footage ................................. :oncurrency Management Fee.................................................................... ...:. =a pi tal Expansion Fee........................................... ...............,...... ....................... Total Building Permit Fees:...... 112., <:;v ,EWER PERMIT FEES: Sewer Impact Fee...... .... .... .... ....... ..... ......,......................... ..... ....... ........... Sewer Tap Fee.....,.... ~................................................................................ Total Sewer Permit Fees.".......... By: C!B Date: ,~h ?/og I Notice of Commencement Th~ undersigned, hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida 'Statutes, theJollowing information is provided in this Notice of Commencement. Legal Description of Pro~erty and StreetA?d~ess: ~7(PQS ~\ct3(,M:>oocl ~t ~ Ie. UM0- 1-/ 2Lj-31-J.3-C& -oOO:Yj.O -- 0007, 07 k\G\'3ecco(\'C<Vr.J.i) ofC,C. 01'<-6 d~/& P6- <;?S'Q General Description of Improvement:,~kdh~ ~r&h~ 0-> .'n cl rrw ~ ~U\t-h t;~ pl'ZoJv.,Lc\- L:pm ~f10n Owner Name and Address: Jos.e.rh W Ot '1 '0Ji- BC\.0....Y2- Lj.2"1 l?ock. La. ~ Pr, Ov lQr-olOj 32 ~ s Interest in property , Fee simple titleholder (if other than owner) Contractor Name and Address: ~k\G'l S l'l\G\)~O\JJ- ~OG"'~e I F[" 3;::)q5$ 2 \.oq S:I\.A.:~ LAS .:L I Name and Address of surety if any: Amount of bond Lender Name and Address (if applicable): Name and address of persons within the Stale of Florida designated by owner upon whom notices or other documents maybe served as provided by Section713.13(1)(a)7., Florida Statutes: Name and address of persons designated by the owner to receive a copy of the Lienor's Notice 'as provided in Section 713.13(1 )(0), Florida Statutes: Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless -a. different date is specified): . '2 ~ ~~{;,.R~_(~'--, ,Jc.se.ph WO"P"l.e.- ~abv print :' State of Florida County of Brevard I ol~ day 01"\'('1 ~-c-h ,,20 0 g S~bsctige;:Lt>efore me this \.-- --:;O--R] c;v.A- sign u e of notary ,$:Cl-y) ~. meii r -I-in Y PUBUC.STATE OF FLORIDA CFN 2008056162, OR BK 5852 Pa e 67 print ...... ....... SUSAN R. MARTIN Recorded 03/25/2008 at 1 0'4 ~ . M ~ ,g 74, 10/ \5/10 (~~co~misslon #DD598286 Courts, Brevard County ,I Po ,;:)cott ElliS, Clerk of .... .,~ ExptreS: ocr. 15. 2010 # Pgs: 1 . I. I . ~'imR.:D TlD-ll A'!'W'll'lC )()NI>U<<J co.. DIC. commission expires . . . ~ ~ O<~ \Y ~ ~~ 0 ~ ;~ \A~ ~ ~ v~ - ~ - -\ ~ . \j'. ~ ~ \-\ (\ . \ - -.,<, 2 ~ 'J;:. '1 ':S ~ T t f '-\- ~~ "? ~" ~ \' ~ ~'. V\ <:\ ~ \-\ t: 1~ ~:-. -\- I::" ~ -- '"" ~ "'" /' \~ -":?.-:-- ~~ ~~ ~ <0 ~ \:) ~ ~ \'> t ;' '-\ ,jI, \b "- ~~ ,- <:> ~~ v"> ~ ....... j 1'\ 1 ~, U \\:' ~CJ \-\ ~ '\ ~ -----~ ~ 'P .....~ (~~, ~VJ ~ V-j <'"'/ \ '" '~ I ~ '\.... ~:t:. \ ~ ~ " '\ '-" \,.. ~)j ~ ~ ~ ~- ~ \ ~ \ ~ MIAM. rmmm l\1IMn-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION .MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildinl!codeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other area" where allowed by the Authority Having Jurisdiction (AID). 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 AID (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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone ofthe Florida Building Code. DESCRiPTION: Series SH-700 Aluminum Single Hung Window. L.M.I, ApPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1/24/06, prepared by paT Industries, signed and sealed by Robert 1. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label 'With the manufacturer's name or logo, city, stare and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date. or if there has been are...ision 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 oLner purposes shall automatically terminate this NOA Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEl\1ENl: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. 1~SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E~l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. S 'I NOA No 05-1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCESUBMITTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by paT Industries, signed and sealed by Robert L. Clark, P.B. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FEC, TAS 201-94 2) Cyclic Wind Pressure Loading per FEC, TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung ~- -..- Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FEC, T AS 202-94 2) Uniform Static Air Pressure Test, Loading per f<tlC T AS 202-94 3) Water Resistance Test, per FEC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FEC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FEC, TAS 202-94 2) Large Missile hnpact Test per FEC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and st"n:tled by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, T AS 201-94 2) Cyclic Wind Pressure Loading per FEe, TAS203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. S. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FEC, TAS 201-94 5) Cyclic Wind Pressure Loading per FEC, T AS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and T AS 202-94 along with marked-up drawings and installation diagram of an A1u~ Single Hung '-., -' uelP Product Contro E er NOA No 05-1018.01 Expiration Date: March 23, 2011 Approval Date: March 23,2006 E-l POT Industries NOTICE OF ACCEPTANCE: EVIDENCESUBNUTTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-46S0, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) Large Missile Impact Test per FBC, T AS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, T AS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8, Test reports on 1) Large "Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. c. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by POT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BeCO). E. MATERL<\L CERTIFICATIONS 1- Notice of .Acceptance No. 05-1208.02 issued to E.!. DuPont DeNemours for "DuPont Butacite@ PVB" dated 01105/06, expiring on 12111110. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STA TEMEl'oi"TS 1. Statement letter of conformance and no [mandaI interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L Clark, P.E. G. OTHER 1. Letter .from th~ consultan.t, date~ ~ecember 15, 2005, stating that tl-~t is in compl1a.'1ce WIth the Honda Bmldmg Code (FBe). -," ./- uel Pe .E. Product Control er NOA No 05-1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 E-2 GENERAL NOTES: IMPACT SIINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5/16" LAMI CONSISTING OF (2) UTES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM pve INTERLA YER. B. 516" LAMI CONSISTING OF ("I) UTE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED Gl.ASS WITH A .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM pva INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH!.N .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PYBINTERLAYER. D. 7/16" lAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFlEXlKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) UTE OF 31113' ANNEALED GLASS AND (1) LITE OF 3/'1$" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE NOA DRAWING MAP MAXIMUM PVB SHEET 1',7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN ,080 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAl. NOTES............. 1 GLAZING DETAILS.,........., 2 G. 13/16" LAMIIG (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF lIS' ANNEALED GLASS WITH A .080 DUPONT DESIGN PRESSURES,...... 3 ELEVATIONS..................,.. 4 BUT ACITE OR SAFUEXlKEEPSAFE MAXIMUM PVB INTERLA YER VERT. SECTIONS............. 5 H. 13116' LAMIIG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS. AN AIR SPACE AN!) 616' LAMI CONSISTING OF (1) UTE OF l/S' ANNEALED GLASS AND (1) UTE OF 1/8" HEAT HORIZ. SECTIONS............ S PARTS UST....................... 6 STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PYBINTERLAYER. EXTRUSiONS.................... 7 I. 13/16' LAMIIG: (1) LITE OF '118" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 CORNER DETAIL.............. 7 DUPONT BUTACITE OR SAFLEXlKEEPSAFIE MAXIMUM PVB INTERLAYER. ANCHORAGE.................... 8-11 J. 13116' LAMIIG: (1) LITE OF 118' HEAT STRENGTHENED GLASS. AN AIR SPACE AND m6' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN.09O DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116' LAMIIG: (1) UTE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE 01'3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE, MAXIMUM PVB. L 13/16" LAMIIG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PYB INTERLAYER. 2, CONFIGURATIONS: "O,,~ (1/1, VIEW AlNCI RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED' PRESSURE ANCI GLASS TABLES MTM E 130tl-1l8. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13()o"98. 4. ANCHORAGE: THE 33 113% STRESS INCREASE !:L~ BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAilS. :~~ 5. SHUTTERS ARE NOT REQUIRED. 6, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ~ 7. REFERENCE TEST REPORTS: FTl-4a45. FTL4646. FTl-4647. FTL-4648, FTl4649, FTI....I1650. FTl4651 AND FTL-4723. ~ 8. SERfESlMODEL DESIGNATION SH700, ALSO REFERRED TO AS SHl'01. ......." r--- ..- /f/'IL _. ~t& .~. A :r- Gt:Nt:RAL NOTt:S " -~ -' 1010 TECHNOlOGY DRIVE r:x::i.I- ALUM. SINGLE HUNG WINDOW. IMPACT --.- ~-- NOKOMIS, FL. 34216 "F.'K":' ~ji241V6 1--' ADD ~Tl..4T23 TO NOTE 7 P.O. eox 1529 FlobGit L elM<. P.E. A -- 1- ,1- J...... J'~_ PE "39712 Dnl~",y J:>.!e: ct\idwds ~1~~__..__. .__~__~_____~_ NOKOM!~; ;;:1. 304274 V"'bly Bm" SH7(J(J NTS 1~_::. 11.___.-..-!.f!'I!l.~._. A __ _JiI5.. _ 911105 _ J.J. Structural 0- .-1 @- 1/;!" NOM. @---- 112" NOM. GLASS BITE GlASS BITE Q EXTERIOR INTERIOR Q @-- (ALL SECTIONS) (~ @ ~O,81 or~- €84 078~ ~- ---- @Y--- . '118" ANNEALED OR HEAT STRENGTHENED GLASS ~:Th:E 3116" ANNEALED OR HEAT STRENGTHENED GlASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTlA OR DUPONT ?VB INTERLAYER '118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GlASS 6,16" NOM, 7/16' LAMINATED --- 5/1&" LAMINATED GUl,SS 7/16" LAMINATED GLASS 0- 1/2" NOM. 1/2" NOM. GlASS BITE GLASS BITE I @ @ m ,.. """'''' OR "'''' ""'''''""" "'" -m .... ,""'U," "'H'''' """""'''''' "'^', . .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT ?VB INTERLA YER - 118" ANNEAI.ED OR HEAT STRENGTHENED GL"'SS 3116" ANNEALED OR HEAT STRENGTHENED GLASS - 6\1'16' LAMIN~,TED 7116" LAMINATED - AIR SPACE AIR SPACE -116" HEA.T STRENGTHENED GlASS 118" HEAT STRENGTHENED GlASS ;f/df- 13116" NOM. 13/16' NOM. 13/16" LAMIIG GLASS W/51'16'" LAMI 13/16' LAMIIG GLASS W/7/16" LAMI ~I<ldtt;: ~"'; ...- ----- --- _. ~t:P'E ea.. -.. ---- 1070TECHNOLOOYDRlVE " :r- GLAZING DETAILS NOKOMIS, Fl. 34275 '7nlG: "'....... - -------- 1:::::iC:i.I- ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 1/24/O/J A NOCHANGETH/SSHEET P.D.BoX152ll . _ .._ ..... -. ~__ .~ PE 1139712 ..... r ~;-- 008. 0<<,,', ~ --, NOKOMIS FL~274.,Vm'b''Y~t:uer _' F /I 2 11 4040-20 A Strucluraf F.K.... f!!.!.!!!!L__ _J.J. 1(Jf1Q105 ~_"~~___~________~~ ~ ~.______~~_ SH100 _ U ~ _ _'_00'_ 1/1 WINDOWS WITH HIGH SILL OPTION TABLE 1. WINDOW HEIGHT ..-- WIDTH GLASS TYPE 44" 50 618" 591/2" 63" 76" "0" 26" A,B,G,H +80,0 -80,0 +80.0 -80,0 +80,0 -80,0 +80.0 -80,0 +80,0 -80,0 _ 32" A,B,G,H _ +80,0 -80.0 +80,0 -80,0 +80,0 -80,0 +80,0 -80,0 +86,1 -Q6,1 MEETING RAIL 37:: A,S,G,H +80,0 -80,0 +80,0 -80,0 +74,4 -74,4 +69,6 -e9,6 +57,2 -57,2 1 40 A,S G,H +80,0 .80,0 +fIO,O -80,0 +68,0 -68,0 '+63,3 -e3,3 +64,0 -64,0 44" A,B,G,H +80,0 ,,80,0 +i'5,,8 -75,8 +60,5 -60,5 +57.4 -57.4 +58,6 -58,6 'X" iSH 48" A,B,G,H +80.0 ,,80.0 +88,6 -68,6 +56,5 -56,5 +53,0 -53,0 +53.5 -53.5 53 1/S" A,B,G,H +80.0 ,-a0,0 +83.4 -63.4 +52,0 I -52,0 +47,9 -47.9 +48,3 -48.3 _ UP TO 531/S" C,D,E,F,I,J,K,L All HEIGHTS TO 76" HIGH +80,0 -80,0 STANDARD VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASiH HEIGHT 293/4'" 36316" 44" 50 5/6" 6ll" 72" 74" 76" WIDTH GLASS TYPE 1215/1111" 1:6316" 165/S" 215/16" 261/4" 2913116" 30516" 317/16" "0" 26" A,B,G,H +70.0 ,,70,0 +70,0 -70.0 +70,0 -70,0 +70.0 -70.0 +70,0 -70,0 +70.0 -70.0 +70,0 -70.0 +70,0 I -70,0 MEETING RAIL 32" A B,G,H +70,0 -70,0 +'70,0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +56,1 -58,1 +56.6 -56.6 +55,2 -55.2 37" A,S G,H +70,0 ..70.0 +'70.0 -70.0 +70.0 -70.0 '+70.0 -70.0 +58.0 -58,0 +51.3 -51.3 +50,0 -50.0 +48.6 -48,8 --r 40" A,B G H +70,0 -70.0 +:ro,o -70.0 +70.0 -70.0 '+67.6 -67,6 +54.2 -54,2 +57,7 -57.7 +56,1 -56.1 +54.7 -54.7 "X" ~H 44" A B G H +70.0 .70,0 +70.0 -70.0 +70.0 -70.0 '+60.2 -60,2 +49.6 -49,6 +63.7 -53,7 +52.9 -52.9 +51,7 -51,7 ...l. 46" A.B,G H +70,0 -70.0 +70,0 -70,0 +66,3 -Q6,3 "56.3 -56.3 +45,1 -45.1 +49.5 -49.6 +48.6 -46,6 +47.8 -47.8 531/S" A,B,G,H +70.0 -70,0 +70,0 -70.0 +61,4 -61,4 +51.6 -61,6 +40.8 -40.8 +44.6 -44.6 +43.6 -43,6 +42,9 -42,9 i-_ UP TO 53 116" C,D,E,F.I,J,K,l. All HEIGHTS TO 76" HIGH +70,0 -70.0 CUSTOM VIEW AND RADius TOP WINDDWS I SIt Op, ION ~- WINDOW HEIGHT WIDTH GLASS TYPE 50 61S" 80" 83" 76" "0" 40" D,E,J,K +70.0 -:ro.O +7'0.0 -'70.0 +70,0 -70.0 +70.0 -70,0 44"D,E,J,K +70.0 -;ro,O +70,0 -70,0 +70.0 -70,0 '~9,4 -69.4 MEETING RAIL 48" D,E,J,K +70,0 -70,0 +70,0 -70.0 +69,6 -69,6 .e3.2 -63.2 f 631/8" O,E,J,K +70,0 -70.0 +67,2 -67,2 +62,9 -€2.9 +67,2 -57,2 "X" S,,\SH UP TO 53 1/8" F,L ALL HEIGHTS TO 76" HIGH +70,0 -70.0 L -1 G S8 TYPES: TEST REPORTS TABLE 4. ~16" ~M!,.:l!~.~~ED"oeo,1/8" ANNEA~_._. _________'__'___. FTL-4647, 46~8 4n3 . s, 5/16" LAMI.::i.1!.!l':~!i~~D,090c!~_!?l~~THENED)_____._._,_.__:...__._._____..Bl-4647, 46.1!L.__ , f.:...5J..1~~_LAMI - (1/8" HEAT STRENGTHENED, 090, 118" HEAT STRENGTJ:fE!:lE.~.___.__,___._____________FT~~~__._._._. _lwlfh''''' D, 7/16" LAMI - (3/16" ANNEALED,.Oeo, 3/16" ANNEAlEr:L-. FTL-4645 Dol< E, 7/16" LAMI- (3/16" ANr'lEAlE~.290 3iii':1:i~T ST~~~GriiENEQL_____"':'=---====--==-'- _.___.JiL~L....,____ =__ ~ F, 7/16" LAMI- (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL-4645 ~ ~ G.. 137ie;;-i!-MIIG -118" HEA1 STREN2II:!~!MR Si'ACE, ~16" LAM.!:J1.,!~NNi:A.!:..qi,,090,1i8" ANN~].QL_..---'----'- FTL-4646, 4651.J.,~~ . II)> :u. ~ H, l~J.!Q:...wr.tl.EAT STRt;","!.G~..Q~.~!:~C62(1~bA.M!.:.t!!6" A!:lNEAl,5Q,2.9..Q",1/8" HEAT STRENG1:HENE..QL._.__.__---E.'!'l:L~~~,L__._.__ ~16" LAMI.!..G - 116" HEAT STRENGTHEN~AIR SF~.5116"LAMI- (1/8" H~!.~TR~NGT...I::!Erisp..:.:!l90, 116" HEAT ~~~!'i.E.PL__.__.B.l~.!~1!?2:1..._,__ J,E!.'Jil':0M1 'G_'J.I.8::.!:!E.A..'!_~TRENG:I!:lE..~D, AIR SP~9E, 7/16" lAMl.:J;!l.1I!:.ANN~4EQ"-oeo~t~:~!:!,~E.~_____,_FTl.:4649. 4660 K_13116"_~IIG .:.,118" HEAT~:I.REN~.E.Q,,~R ~~E,,~::"~II- (3/16" AiiN~g~090, 3/16" HEAT STR!=_~~NED) _. fTL~~650 _ L. 13116" lAMIIG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI- (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED FTL-4649,4650 " (ft ~OTE: WINDOWS WITH THE LOW SILL OPTION PoRE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN , ',#' Z.. ~ . ' PRESSURES ARE UNEFFECTED, f;/ (' t;.. . ... '" 0...." ::::: __ 1070TECHNOlOGYDRIVE -=- =---- DESIGN PRESSURES ,;;'/1-/{-6 . NOKQMIS,Fl..34275 I:::I:::iIl 11IIe; ,.f-rc.., (p, , .. - d POBOX ,,,. = ALUAf. SINGLE HUNG WINDOW, IMPACT...... RoOOrt L, Clark, PE, F.K. 1124106 A AD,D F1l. 123 TO GLASS TYPEsAANDG. """"""" I'''''" l"- ~~.-.'" ^'. PE 139712 Dri/IM"I 0-.: Dy 011'0' I -_. NOKO~S J.:l 3427.4 VJ.5tbly Better , 1 F.K. .. 9/1/05 J,J.. .!O/1DI05 __.___._....__.___... _ _.. __ .. .._ _ _ .. SHroo... NTS 2~ ~ 11 _ _ .....i040-20 A. .___... _~""'"""-..__._ 1--;:6~8~~) --1 T-- tr-_~~Oi~.~~~tl;:::ll-I..' ~---( rrrF"'-~-='=f1..m~ --I [" c2~"'-"':::--__'___'_1 j I /;;<<' _, ' _"",,-,'., I [i. I, if I ~\ ' I. " SEE DLO I A . A " TABl.E ,.1 Q III D_J SEEDLO II[ \.1 SEEDLO (. C-J )1. I L I TABLE 9. II TABLE I Q Ii - .m_'_~_~ 76'MAX. " . 76" MAX. . I 76" MAX. ~rl =,;:;......-...--~1'--1 ""OK< LJ -==, l---- ""'~H L~~~II_._ HEIGHT SEEDLO ~ II 381116" ~. I. ! . I 1 . MAX I TABLE 2'; .'/ . SASH SEE DLO . S E SEE DLO/ S E VENTOLO(ALL) DETAIL B DETAILg, PEI~lL l~ VIEW ~IANDARD SA~ ~illUS TOP (STANDARD ~ASH..l __ B E-., T--Ir==-~'"~- ~iI.'----'l - //~~~,;- VERT;~:!~~~IGHT I I 17( 1 E-j LOW HIGH SEEDLO I ~ I r, I DETAIL SILL SILL TABLE I SEE DLO A 34 112" 34 3/16" Q 76" MAX. TABLE Q I 76" MAX. B 41 5/8" 411/4" L~ I HEIGHT Lh~ JI HEIGHT C 411/4" 407/8" -- If= I I D 525/8" 5211/16" - 1 =~ 1 E 52114" 525/16' " -----L -~ -- SASH . . # 1 ro- "' ,. cOW ",a" .........._..., SEEDLO~ABLElll 2'; '7 SASHJ "",01,,,,,,1 ~ /' JJ M," DU~' ''-L~" ~..n="'J~ c _ . . Lu" '. HEIGHT .L-ub;;;;--~ HEIGHT A 341/2" 343/16" NOA1tQS:~~ ' '--=r- - B 277/16" 271/8" ~~'~'~n..I<ip",.~..... m! B I C 27 7/16" 27 1/8" Ilr DETI\lLQ.R..ETAll~ 0 163/8" 153/4" VIE"XJCU~IOM SASH) RAQ!US T9P'jgug_OM SASH) E 163/8" 153/4" . TABLE 5. ___ NOTES: -;7 1:SEESHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAilS. . ~/' 2. SEE SHEET 7 FOR CORNER DETAil VIEWS. ;%7A ./ 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ~. // 4~ ~EE':8lE 2, :~T 3 FOR STANDARD SASH HEIG~T~S'~ --_om -- """- 1{~' ~ ""'By., .., -.-.. -..- 1070TEC"NOlO".YDRIVE -=:JI! :wr- ELEVATIONS __ / t ,.--"OoL . NOKOMIS, ~l 34215 ___I .; II r"", ( / ~,"".. _. -- --- ~- ALUM. SINGLE HUNG WINDOW. IMPACT Robon L Clm,?.E FX.. 11.~"'.")fJ ..A NOCfiA.NGEn.1!!5~-IE~r -..- ..--.-.-_. . ..... P.o..oIO.J....1529. "h s..ot~.'.~' lS~.. ~l~~- Il....: PE~139.n2 ::,~~~}il/05_1'~j1&101lJ~__ _____ ___ _~~:'S~Fl"'2: Vw /YBet".'._",-,700 _,_ "iTS. _~ ~_~_ ,_4040:~._ ~.._Sl<u::'U'.aI____ ________N____.''___'.~>,__,~.___>.__" --.. __.____~_,__O_~____~__.~ ~~.,_~ .___ ___1--:2.784', lNSIDE ~ 31 ~, J FIXED LITE DAYLIGHT OI~= ~V / SECTION A-A OUTSIDji / ,...--." 25 (23) BAlANCE PARTS USED ,,--,' / Olll SASHS <40 LaS MAX. HEIGHT ~ ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED INSIDE 6" FROM EACH SIDE OF VENT. 1-------2.710' -, - OUTSIDE -@ Approved Ii ~"'" ",ltJ\ u.. =~ '1 NOM - " \'~ ~iHM~ '(,......,~ 2.330' ~UJ{f 52 ) {LOW SILL) '-" (SEE NOTE) 1 - ----- SECTION C-C ~~'tV ULTRAUFT 69 RADIUS TOP 1 '0 UL TRALIFT (HEAD DETAIL) /rtfL \...: ONLY ,- ONLY SECTION B-B ALTERNATE HIGH SILL (LOW SILL SHOWN) - - ~""".. AIJ'JlIdBy. DoftL. _. ~r1.: . ...-"" """""" - .070 TECHNOLOGY ORNE " =--- SECTIONS _ --------- NOKOMI8.cL34Z75 !!I:::I:::i-- ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 1124106 A NOCHANOE THIS SHEET p.o, B9~5,'(9 M b1 B - ~~1IJt ~ t ~QM:J. -- R.... PE #397',2 \Ool"f Y. o..r... cw..: . . ~ NOKOMIS. 34274 Ai,. ctkT SH700 Half 404()..20 A Structurel F.Ke. 9/1105.-....:Y. to/was _..___________...... ___ _______,_ ...----...-.-.---- -- rrEM DWG.# DESCRIPTION PGTtI ITEM DWG.M DESCRIPTION . PaT# __ 1 4002A FLANGE FRAME HEAD 612225 63 505 GLAZING CHANNEL (.688 X .500) 6533402 2 1155 #8X1.000QUADPN.SMS 781PQA 64 1161 #6X 1.000 PH. BUGLETEK 706Xl 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 137 GLAZING TAPE, 1/16X 1/2 -7/16 LAMI 62BV1510 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 6 4004 FLANGE FRAME JAMB 612227 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 7 4025 SASH STOP (ALUMA-TIL T) 612244 70 SILICONE, DOW 699, 995 OR EQUIV. 6 4025 SASH STOP (EGRESSll.125 LONG 612244 80 A. GLASS, 5/16" LAMI, (1/6"A,.090 PVB,116"A) 9 4029 CALDWELL ALUMA-TILT BALANCE, 5/6" 61 B. GLASS, 5/16" LAMI, (1/6"A,.090 PVB,1I8"HS) 10 1080 BAL. COVER, RIGID VINYL, 5.16" 6BALCVR916 62 C. GLASS, 5/16" LAMI, (116"HS,.090 PVB,1/8"HSl 11 #S X .750 PH. PN. SMS 7834AA 63 D. GLASS, 7/16" LAMI, (116"A,.090 PVB,l/S"A) 12 BALANCE BOTTOM BRACKET 7BAL TBKT 64 E. GLASS, 7/16" LAMI, (1/6"A,.090 PVB,ll6"HSl 13 1065 SASH TOP GUIDE, 516" BAL. 42504 85 F. GLASS, 7/16" LAMI, r1/8"HS,.090 PVB,1/8"HSl 14 4029-1 CALDWELL ULTRA-LIFT BALANCE, .870" 86 G. GLASS, 13/16" LAMIIG; 1/6"HS, AIR SPACE, 5.116" LAMI, (1/6"A,.090 PVB,1/8"Al 15 118 X 1 PHILLIPS FLAT HEAD S. STL 76X1FPAX 67 H. GLASS, 13116" LAMIIG; 118"HS, AIR SPACE, 5/16" LAMI, (1/6"A,,090 PVB,1I6"HS) 16 1060-1 .670 ULTRA-LIFT BALANCE COVER 6BALCVR670 68 I. GLASS, 13116" LAMIIG; 118"HS, AIR SPACE, 5116" LAMI, (118"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER (UL TRA-L1FTl 64053 69 J. GLASS, 13116" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16"A,.090 PVB,3/16"A) 16 4029-1 SASH :BRACKET 7ULBRKT 90 K. GLASS, 13/16" LAMI IG; 1I8"HS AIR SPACE 7/16" LAMI, (3/16"A,.090 PVB 3116"HS) 19 1/8-32 X 112" LG. PH. FH. TYPE F S. STL 7832X12FPFX 91 L. GLASS, 13/16" LAMIIG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS 20 1086 SASH'TOP GUIDE, 11/16" BAL. 42505R & L 21 4054A FIXED MEETING RAIL 64054A 23 4008C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X ,625 PH. FL SMS 7856 26 4007 SASH I3OTTOMRAlL (LOW SILL) 612230 30 1226 WSTP. BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3132" X 25164" Xl" 71622K 36 1052 LAMIIG SETTING BLOCK '1" J<. 3/4" X 1/16" 71052K 37 1224 VINYL '3LAZ. BEAD BULB (THICKl, 6TP247W,K 38 1225 VINYL GLAZ. !lEAD BULB (TH'IN) 6TP248K 41 4038B GLAZING BEAD, 5/16 1Jl1M. GLASS. 54039B 42 4044B GLAZING BEAD, 5.116 LAMI WJ'GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LIl.MI 64222 ~......plj>llt. "Ub!ll9 45 885C GLAZING BEAD, 7/16" L"MI W/GRILL KIT 6985 ~~ 46 4067 GLAZING BEAD, 13/16" IlAMl I.G. 64067 lie m _~ 52 4009 SILL LATCH (EGRESS) (LOW SIU.) 76400& _~l'rc>a. '!Iitill' 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG ." . . 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & IIEFt.) 61014 56 1830 SCREEN CORNER KEY WIRINGS 71630 _._ 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING . 7CASP ~. 59 1624 SCREEN SPLINE - .13501A. FOAM 61624K .', 60 1635 SCREEN SPLINE - .135 OIA. HARD _ 61635K /;7 ~ . 61 SCREEN CLOTH 61818 /// {j . :==. - = --'070TECHNOlOGYDRIVE It::::;- "P'ARrs LIST - -- ~;;tc.. NOKO"IS.FL34276'-. .;;,. "'" rt: c::' j"''' 7;' "7124/V6 7' NOCHANGETHISSHEET P.0.89X1529 -- ALUM. SINGLE HUNG WINDOW, IMPACT. f<obortL.Claf1<.P.E. 8,r; DMl' ~8y (MkI: NOKOMIS, FL34274 VulbJy Bert" ~. J~" I!. lo.-,;.,g~ IltDr. PE #39712 .~ 9;!~--.:!..L ~(~1LL____.___..__ __ _SHroo. . NTSI 6" 11 I. _4D:l.~~~~_.____L_~_ __.____~__. __~_"_~_.~_~.A.__._ __ -1-- =1 SEALANT ALONG E;>lTlRE JOINT 1-----2..784 .---1 r~ .062 _. l'i=T~J-- 2830 jO CD FlAN~~~:i, HEAD L I---U"~ f3\ FLANGE FRAME SIld:: (LOW) WELD \.V #4003C,6063-T6 ALONG SCREW BOSS (2) ~l 1--1.513-11.738 -- 062 --- .062 .490 lF1040 - . 1--1.451-1 T VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) CD FLANGE FRAME JAMB f7\ :SASH STOP@7 SASH STOP COVER FRAME CORNER CONSTRUCTION 6 V #4025,6063-T5 #4053,6063-T5 050 #4004,606<1-15 rfC:J (USED AS RADIU$ TOP HEAD) --j 1.165 I-- 11.342 IT 1-2.326----1 =to 'f 1096-l-1-i'8 ~ [--2.279--j 18] .082 Lf9 Q GLAZING BEAD, 5/16" -RY ~~ T J ~ #40398,6063-T5 082 .155 1.979 . E1r I 1'1707 fl.082 (31' SASH SIDE RAIL .JLl .062 ~ ~ #40086063-T5 r21' FIXED MEETING RAIL ~0 SASH TOP RAIL f'28\ SAS~ BOTTOM RAIL(LOW) . ~ t ~ #4054A, 6063H8-T6 ~:J #4OO6C,6063H8-T6 I..;:V #4007,6083-15 050 .676 050 . ~ t 1.096-1-11 '----1 .678 G GLAZING BEAD. 5/16" =..~WltAI/!'o \::J #40448.6063-T5 10><0 . ['2.326---1 1.096-1---;T (USED WI GRILL KIT) NOMfil.~ .062 [[1 - '~tM 2.946 Q GLAZING BEAD 7/16" I ~}, _ ~ 3.446 J EJ ~ #4222,6063-T5 .l.-- ..062-- _ 2.638 j.883 ~ ------;8 ~1----+-1.097 1 .---",,--1 --J~,51 @ GlAZIN;':~~3116.'G fa9' FLANGE F.RAME SILL (HIGH) f'68\ SASH BOTTOM RAIL (HIGH) t45' GLAZING BEAD. 7/16" /.u-;7~Y"'. ~ ~~ ~ ~~ ~ ~~ ~. . (USED WI GRILL KIT) . Y -- i{ ~ -_. _______ 101~~g~\'s')~)(l~2~~'VE A :r- 'fXTRUSIONS & FRAME CORNER DETAIL j; "t.0 (, F.K 1/24J06 A NO CHANGE THIS SHE.r PO 80>.1529 Ix::; ALUM. SINGLE HUNG WINDOW, IMPACT R""';l1 L. Clal1<. P.F_ 0-.1I9)'.0,d.: ,d 0.101 I ----- NOKOM1S.FI34214 ViriMyBr.t:Cer ~. ~-' ~ ~Nc. ~K PE#39112 J.K !lIl105 J_J. 10/10105 __________. .____ _____._ SHroo Half 7. 11 4040-20 ~ ______._____ Structural __ ____ r.= -. _..~~- I ANCHORAGE FOR 1/1 WINDOWS TA6LE 6. ANCHORAGE NOTE~ SUBSTRATE: WINDOW HEIGHT ANCHORTY~~ 26" 3B 31B" 44" 50 518" 591/2",63" 72" 74".76" 1, ANCHOR TYPES: 18 ~Ir '''I~ Ta ~IF ~W ~l~ Cl ~I~ ~I~ ~I~ ~Iu ~I~ ~I~ N'I~ ~I~ ~IP ~I~ 1 - 114" ELCO T APCONS WINDOW GLASS ~ICI NO NZ 2 - 114" ELCO SS4 CRETE-FLEX "'i~ ..: ~ ~-i8 'i~ ..:~ ..:0 ..:~ ..:0 ":18 ":8 ..:~ ..:0 3 -#12 SCREWS WIDTH TYPE u u u 19116" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2, INSTALL 1/1 WINDOWS IN MIAMI-DADE COUNTY PER -{T'j TT1 -{il' Tj':2 1fT 111'1 'Iff Tf2" 1[1 -2 12 112 111 212 212 -'212 3 (3 212 r2T:2 TABLE 6. 24" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lTf l1T 1n'1 11:2 112' ln 212 112 112 -;rrz' iTi 112 iT3 'il:"'2 -f1'2 -31"3 2:13 '2T:2 3, FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE 1 1 1 1 1 1 1 1 1 1 1 1 2 ,-~- 1 2 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 114' C,D,E,F,I,J,K,L 112 lT2 IT1 hi-i"' '2TI 212' 11fT Th' Tr3 I2T2 -3'13 '212" -314 3t4 -3T3 TAPCONS, 114' SS4 CRETE..fLEX, OR #12 SCREWS 32" 2 :2 1 2 2 i 3 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 A,8,G,H 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED I1n "IT:2 11h 21':2 112 '112 ':112 2['"2" hi2' '2T3" iT3' if2' -3']3 213 212 313 "ita 2T2' IN CONCRETE. C,D,E,F,I,J,K,L 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 ~1t2 11'2 IrrT :iTl zTI iTi zIT t2T3 '21"2 -m 2'13 2'12' 314 214 213 41'4 '31'4 I3T3' 4, ANCHOR QUANTITY KEY: 37" A,8,G,H 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 1 1 1 ",m~ - ifT2' ff2 rr-f 21 :i 212 '112 ;! j3 -m- "2T2' If3 2T3 I'2T2 '313 2T3 212 313 213 212 JAMB ABOVE MTG, RAIL -:; -;-;;- 2 2 2 2 2 2 2 2 2 , 2 2 2 2 2 2 2 2 2 C,D,E,F,I,J,K,L hTi Tf2 11i 2 :l 2 3 -iT2 ;!T3 213 '21'2 2 3 2'13 2:r2' IT4' 314 2 3 415 314 13f3' 40" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW MfG, RAIL '-'-- A,B,G,H 112 1 2 TT'2 r2T:1 '2h 112 ;~ I 3 213 212 2 3 213 212 30'3 2'T3' m 3]4- -314 fT3 C,D,E,F,I,J,K,ll.. 2 2 2 2 2 2 2: 2 2 2 2 2 2 2 2 2 2 2 44" '112 '1 2 'I '2' 21,[ 2: 3 2 ;f .~ 13 213 2-72 '3 4 213 213 314 314 2 3 415 3 "5 "314 A.B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 112 ~'\f2 12f-i rzIT 212 .~ 1 3 213 212 '31'3 -2 3 213 3 3 2't3 21 z' 3 4 3 4 2T3 C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 212 112 'I 2 2: "I 2 3 2/2 213 213 2 3 3 4 :2 4 213 415 "3 4 313 4'j6' '4'ts '3f4- 411" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H 212" 112 'I 2 21':1 2 3 212 213 213 '2i'3 '2" 3 2 3 213 313 213 -i12 '314' '5T'4 2"T3 C,D,E,F,I,J,K,L ..?.. 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 2"t3- 112 '112: 2111 213 2: 3 314 2 4 2' 3 3 4 214 2Tf '41'5 r3ls 3 (4 5 6 416 '3T'4 53116" 2 2: 2: 2 2 2 2 2 2: 2 2 2 2 2 2: 2 2 2 A,B,G,H 2'h 112 ~I 2 2 ,I 213 213 '314 2 4 213 '214 2: 3 213 "ITs 213 -2 2 3 4 '2"f4 '213 SPACING BASED ON THE FOLLOWING MAXIMfiM DIMENSIONS: HEAD" 181/2" FROM CORNERS ---_.~-- JAMBS ABOVE MEETING RAIL - 17 112" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: ..1'l'.....'Od..-'ylftll,.jIb'~. A 5116" LAMI- (liS" ANNEALED,,090, 1/S" ANNEALED) :;:,~~ B, 5116" LAMI- (116" ANNEALED,.090,lI6" HEAT STRENGTHENED) NOM C, &116" LAMI .. (116" HEAT STRENGTHENED,09O,1IS" HEAT STRENGTHENED) ~ D, 7/16" LAMI - (3116" ANNEALED"Ooo, 3116" ANNEALED;, E. 7116" LAMI - (3116" ANNEALED"WO, 3/16" HEAT STRENGTHENED) F, 7116" LAMI - (3/16" HEAT STRENGTHENED,,09lJ, 3/16" HEAT STRENGTHENED) G, 13116"' LAMIIG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI - (1/8" ANNEALED,,090,1IS' ANNEALED) ~-"-----~ H, 13/16" LAMIIG - 118" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/S" ANNEALED,.090,118" HEAT STRENGTHENED) L 13/16" LAMIIG -1/8" HEAT STR,ENGTHEI~ED, AIR SPACE, 5/16" LAMI- (1IS" HEAT STRENGTHENED,.090,118" HEAT STRENGTHENED) //~ J. 13/16" LAMIIG -1/8' HEAT STRENGTHENED, AlR SPJl,CE, 7/16" LAMI- (3/16' ANNEALED,,090, 3/16" ANNEALED) K, 13/16" LAMIIG - 'liB" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED"Ooo, 3/16" HEAT STRENGTHENED) L 13/16" LAMIIG -118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,090, 3/16" HEAT STRENGTHENED) RlW<l8jr. ""'" -~ . "-- -- ............. - -~---- II/;:~ 1_"" ""',, Ritl'lll.Or1...- 1070't1!CHNOcOOYDRIVE A :w- ANCHORAGE SPACING, 1/1 WINDOWS NOKOM1S,Fl3-4275 ~ N... "~~:,J'-' -1124106 R"I,j!llOn&; : SHEET F,069';'520. ,. -- ~!iM. SIN~;E H~!:JG WIND.~ IMPACT Robort l, ClaM<, p,r:, ~ A FIt"" PE #39712 ....,.,By: 1Jat"" .1wot&lflY. I f~;10105 I NOKOM1S.~~~274 ._..._L,~_:~~ Betl~ _"_ ~oo ..~~J..~_~IT~ _40:!.O~20 A Structural _ F.K. 712f}105 J.J,_ ------ ~._~---_..- I ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. ANCHORAGE NOTES: SUBSTRATE: __ WINDOW t1f:IGHT ANCHOR TYPES :'--=:::: 293/4" -- 3e 318" 44'" 60 618" "3" 72, 74 76" 1, ANCHOR TYPES: or r ,!u Ie> f ;0 ,!O 10 10 .10 10 10 IQ :~,:a ~IO r ~IO ~Ir 1 - 1/4" ELCO TAPCONS o N 0 "'Iz > N 0 N'Z 0 NON Z a NON Z '" 0 N Z NON Z 2 - 1/4' ELCO SS4 CRETE-FLEX WINDOW GLASS '" ~~- ~ ':IS "'i~! .: ~ ~'Is Ml~ :I~ .:IS ")l~ .:I~ .:Is MI~ ~'~ .: 8 '" ~ .: ~ .: 8 WIDTH TYPE 3 - #12 SCREWS 191/S" ALL TYf'ES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2, INSTALL STANDARD VIEW AND RADIUS TOP '11'1 'ln f-::rr', Tn iTf 111' 2"h '111 l' , 1 '211 '2Tf Tn 2T2 212' 2i"f 31-2 2'12 'in WINDOWS IN MIAMI.oADE COUNTY PER TABLE 7, C,D,E,F,I,J,K,l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '-~7 24" ill 1'T1 '1TT :211 111 iTi '2"1'2 21"2' l1'T 21'2 -2T2 2lT sTI 212 -F2' '3'2 '3T2 2 2 3, FOR WINDOWS INSTAlLED OUTSIDE MIAMI-DADE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 1/4' A,B,G,H TiT 'iF hTl :iH' 'rn- 111- '212 TfT htr TfT 121'2 2lT ''31'2 '21'2' '21'2 412 13[-2 '3'12 TAPCONS, 1/4' SS4 CRETE-FLEX, OR #12 SCREWS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 C,D,E,F,I,J,K,L 21 "I ',1'1 '11 :2 2" -2'T2' iT; 21"'[ -2'T:f 21'-1 -il'-2 12"T'2 2 2 3 2 's12 :ri'2' 4T3 31'3 31'2 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED 32" 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IN CONCRETE, A,8,G,H "fT'1 111 '1'1 :112 '2'2 111 z--r2' Tr2' In ,fl'2 f--:h'2 '2Ti "3E :in 212 312 3T'2' 21'2 4, ANCHOR QUANTITY KEY, C,D,E,F,I,J,K,L 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 m2' -,-1-,- Tr,- 212 in 2Tf 2'ri 2 2 2 2 3 2 -21'2 zl2' '3i-3 31-3' 3'j'2 '4T'3' !3i3' 312 "~~ 37" A,8,G,H 1 1 1 2 1 1 2 2 1 2 2 1 2 1 1 1 1 1 JAMB ABOVE MTG, RAIL "2":-3 r2Ti -1TI 'iT1 t2h 212 '211 212 212 'iTZ irri 212 212 :rti TfT Tj'2 312' '312 21'2 C,D,E,F,I,J,K,l 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 JAMB BELOW MTG. RAIl. 2 2 1 2 Tff !2f'i 212' '21'i 212 212 212 312' 212 2 2 4 3 :iIT 312 4 3 4 3 TI'2 40" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H ['ill -IT2 liT -in il2 212 212 2 "2' "21'2 3T2 2]2 2T2 '3T2' 21'2 2!:i 4 3 '3 '3 31'2 -,------- C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'f2' :ii2' 'i-fT 212 2 2 2 :i. ill 2 2 212 313 2 (2 212 413' 3 3 3-12 '514" '4i3' ~3i3 44" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,8,G,H '212 :2 2 1 'I ;! 12 212 2(2 "3TI- m"i ill '3 2 2'12 212 312 TIT 22 4 3 3fT 3TI C,D,E,F,I,J,K.L 2 2 2 2 :2 2 -rl- 2 2 2 2 2 2 2 2 3 2 2 212 :2 2 1Ti i12~ 212 :iTi 3 2 l2fi 2'2 hi'3 '313' 212' 413 '313 3 2 5 4 -414" r.rr-3 4S" 2 2 2 2 , 2 2 :2 2 2 2 2 2 2 2 2 2 2 2 A,B,G,H :1 2 :1 2 1 1 ';'1'2 . 2'12 2'n '31'2 rill TI2' 3 2 212 212 312 2'f2' 212 413 "'313 312 C,D,E,f,I,J,K,L 2 2 2 2 2 2 :2 2 2 3 2 2 3 3 2 3 3 2 'zTi :2 2 212 <IIi '2'12 2T2 3 3 2 3 2 2 313 3T'3 '212 1414 '3T'3 31"3 isi4- 4'[-4 4"'13 53 118" 2 2 2 2 2 2 ~ifi 2 2 2 2 2 2 2 2 2 2 2 A.B,G,H 2' 2 :1 2 2 2' 'sr"'-i CZT'2 ''2T2 2T2' 2 2 3 2 2r'2 21"2 312 212 21'2 13'1-3 '3T3 '312 -..---- SPACING BASED ON THE FOLLOWING MAXJMIM DIMENSIONS: HEAD" 1S 112" FROM CORNERS JAMBS ABOVE MEETING RAIL -171/2" FROM TOP CORNERSAND25112" O,C, JAMBS BELOW MEETING RAIL-1S" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN Sill App.......t .. ....l>lY1Ilil willi tho GLASS TYPES: florldo BlIldI""~ D""_~ !Of, A. 5116" LAMI '(1/S" ANNEAlED,.090, 1/8" ANNEALED) NOM - .Q.L B, 5116" LAMI . (1/S" ANNEALED"OeO, 1/8" HEAT STRENGTHENED) ~:1J;- C. 5/16" LAMI" (1/8" HEAT STRENGTHENED,.090,1/S" HEAT STRENGTHENED) D. 7/16" LAMI- (3116" ANNE.",lED,.090, 3/16" ANNEALED) E. 7/16" LAMI .. (3116" ANNEALED,.090, 3/16" HEAT STRENGTHENED) , 7/16"LAMI "(3116" HEAT STRENGTHENED,,090, 3/1Il" HEAT STRENGTHENED) 1--.-----..------- G, 13/16" LAMIIG" 1/8" HEAT STRENGTHENED, PliR SPACE, 5116' LAMI" (1/8" ANNEAlED,,090, 1/8" ANNEALED) " ""'LAM' 'G - ,,"" """ ''''EN",",''o, '" """, """ lAM, "".. AN"'U'D.."", ,,". H'" "'''''''"'''") ~ ,- ",.' lAM, 'G - "" "'" ""'""'"'''O,~, "",. """ lAM, - ".. "'" "","mENED..,"" ,.. "" """","ENED) ~ r " """LAM' '" - ,.""'" "''''''"'"''ED, '" "",. ",.. '^''' - ",,. '''EAtED..'''', y,," """-"'0) A K. 13/16" LAMIIG" 1/8" HEAT STRENGTHENED, AIR SloACE, 7/16" LAMI" (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) l--- L '""" "'" '" - ,.' "'" ''''EM",",,'', ~, ",,,e, "'. lAM, - ",,. "'"" ,"-'''GmENED,,,,_ "'" "'"" """G,""'O) -------- f{ -.- - ~ - ;/01 ~..... ,---..- 1070TEGHNa,OGYDRI'/E" =-- ANCHORAGE SPACING, STANDARD VIEW . (- NOKOMIS, FL34270 ~ 11"': __y, I~. .......... ,~ .. ---- __ ALUM. SINGLE HUNG WINDOW,IMPACT RobortL.Clarl<,P.E. ~~'124108 A NOCHAN~ETHiSSHEEr P.O. BO." 529 . ~-'~I~'M.'" C" PE#'9712 F;f;.QIOS l~~.liy, o;ij,5r0l05 I . ----- -- NOKOWS, R 3"'274 Vinbly Bertr~r SH70Q ~ ~!~ .. ~_ .~_~~ 4040~20 A Stru~tural ~._ ....... ...---....--.-...-.--. . - .-....--.-.- --,.-- ------- -_..~ --.- .. ... . .... -- ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8, ANCHORAGE NOTES: ""- "--"l SUBSTRATE: WINDOW HEIGHT I ANCHOR TYP~ 29 314" 38 318" 44" 50 5/8" 80" 63" 72" 74" 76" 1. ANCHOR TYPES: ml~ :"I~ ~I~ :10 ~W ~I~ ml~ 0 ~I~ MI~ 10 ~"I~ f' ~If ~I~ ml~ ~Ig ~I~ 1 .. 1/4" ElCO TAPCONS WINDOW GlASS !O NO NO m ~! 2" 114" ElCO SS4 CRETE-FLEX ~" 0 mi~ .-:~ ~.o ,.:~ ~'i~ ~.. 8 .-:~ '-:8 .-:~ '-:8 3" #12 SCREWS WIDTH rYPE () U ~U 19118" D, E" F, J, K, L 1 1 1 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. INSTAll CUSTOM VIEW AND RADIUS TOP 111 111 111 1 fl 111 m '1IT 1T1 1'1-1 2 1 2 1 1" 1 2 1 211 211 3T1 311 211 WINDOWS IN MIAMI-OADE COUNTY PER TABLE 8. 24" D, E. F, J, K. L 1 1 1 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 112 111 "112 112 111 212 fIT 1il' 2 2 2 2 211 3 2 212 2! 1 412 312 31'1 3, FOR WINDOWS INSTAllED OUTSIDE MIAMI-OADE COUNTY TO FUll DESIGN PRESSURE, USE 114" 32" D, E, F, J, K. L 1 1 1 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TAPCONS, 114" SS4 CRETE-FLEX, OR #12 SCREWS TIf Tri 1'T2 -n'-2 11'2 112 2 2 2 2 112 2 2 212 'm 141'2 3 t'2 312' 5' 2 4 2 312 AT THE ANCHOR QUANTmES SPECIFIED IN TABLE 8 37" D, E, F, J, K. L 1 1 1 'I 1 1 2 2 1 2 2 1 2 2 1 2 2 1 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED 112 1 I 2 11'2' 2 2 1 2 112 212 212 1 I 2 3 2 2 2 'm '4i'2 312 312 5"2 412 412 IN CONCRETE, 40" D,E,F,J,K,1. 2 2 2 4~ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1'12 fl2 212 lT2 112 212 212 212 312 212 212 412 ''3'rr '31'2 612 412 iiT2 4, ANCHOR QUANTITY KEY: 2 2 2 '. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD =fZJ 44" D, E, F, J, K, 1. 113 112 1T2' ~'3 2 2 112 213 '212 212 313 '2 2 2 2 413 412 312 6(3 512 412 JAMB ABOVE MTG, RAil ..:; T 3 2 2 2 '. 2 2 3 2 2 3 2 2 3 2 2 3 2 2 JAMB BELOW MTO, RAIL ~ F, L "113 'm' " if'2 1 2 2 3 213 112 2 3 213 2 2 3 3 213 212 5 13 4 3 3 2 6 3 513 48" 2 2 2 " 2 2 3 2 2 3 2 2 3 2 2 2 2 2 0, E,J,K ,. hTI 113 1 2 '112 213 112 2 2 213 2 2 2 2 213 212 312 413 312 4 2 512 4 2 2 2 2 -, 2 2 3 3 2 3 3 2 3 3 2 3 3 2 F, L ,. lT3' 113 1 2 213 2 3 212 2 3 213 2 2 3 3 213 2 2 513 4 3 3 2 7 3 513 512 63 1/8" 2 2 2 2~ 2 2 3 3 2 3 3 2 3 3 2 3 2 2 D, E,J,K 113 '113 112 213 2 3 212 213 213 212 313 213 2 2 413 413 312 613 412 412 SPACING BASED ON THE FOLLOWING MAXIMIM !DIMENSIONS: HEAD - 18 112" FROM CORNERS JAMBS ABOVE MEETING RAI!L " 17 112" FROM TOP CORNERS AND 25 112".O,C. JAMBS BELOW MEETING RAIL, 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILl. GLASS TYPES: D. 7116" LAMI- (3116' ANNEALED,. COO, 3/16" ANNEi'.l.ED) E. 7/16"LAMI ,(3116" ANNEALED,.09O, 3116" HEAT STRENGTHENED) F. 7/16" LAMI - (3116" HEAT STRENGTHENED,.oeo, 3/16" HEAT STRENGTHENED) J. 13116" LAMIIG .. 1/6" HEAT STRENGTHENED, AIFt SPACE, 7/16" LAMI- (3/18" ANNEALED,.WO, 3116" ANNEAl.ED) K. 13116" LAMIIG -1/8" HEAT STRENGTHENED, AIR. SPACE, 7/16" LAMI- (3116" ANNEAlED,.WO, 3/16" HEAT STRENGTHENED) L. 13116" LAMIIG -1/8" HEAT STRENGTHENED" AIFt SPACE, 7/16" lAMI- (3116" HEAT STRENGTHENED"OOO, 3116" HEAT STRENGTHENED) ~",....plf!ol: ..110 I." ~ o.u. r;;)M' - - ~ .1ffdBy; ""'" .----- -, /;(~ 1-' A :w- ANCHORAGE SPACING, CUSTOM VIEW ~~& . -, -.; - 1070 TECHNOlOOY DRIVE - -.:~- ALUM. SINGLE HUNG WINDOW, IMPACT , NOKOMIS. FL 34275 ....."" ........ Rooort l. Clsr1o:, P.E F.K. 1124106 A NO CHANGE THIS SHEET P.O. Bt?' 1529 -bf ..~- _17' 9flefi- Itn~,.,_ I~' PE #39712 o-8y. """,. ~.' ~1,~_.~~_~_____,~__.___~._~ NOKOMi~:~, 34274 Vi<, yB.",:__. . SHr~ NTS 10" 11 404G-20 A Structural F.K. 7129105 J.J. ----~-- NOTES: CONCRETE ANCHOR 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" SS4 CRETE-FLex' MINIMUM DISTANCE FROM [(SEE NOTE 1) "WOM"" l - WOOD ANCHOR ANCHOR TO CONCRETE EDGE IS 2 112", (SEE NOTE 3) (SEE NOTE 2) (CONCRETE) (WOOD) 2, FOR WOOD APPLICATIONS IN MIAMI-OADE COUNTY, USE #12 SCREWS, 114' TAPCONS OR ,:' ~',:,,, .~~:~-:~':'~14" 114" SS4 CRETE-FLEX, _.'-~ 3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE " " ,,,' MIN, OPTIONAL 1x ,'" ' ,....J. 1112" TOTAL THICKNESS IS LESS THAN 1 112', 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ~~' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112" WOOD BUCK- _--.1 THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WODD BUCKS TO BE (SEE NOTE 3) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, -~ 114" 4, FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063- T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAK,'" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT 8HilM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET DETAil A Q,I=J AIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL HEAD ANCHORAGE MAYBE USED, <~~ INTERIORy 5, ANCHORS ARE NOT REQUIRED AT THE SILL (BOTH HEAD DETAILS) .& 6, FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 1112 TRIMFIT HEADS, ,.. ""111 ""[ SHIM MIN, . "f I I ",,,, !r '.' . .,' 'Il',' .. , ";: CONCIRETEANCHOR, WOOD ANCHOR, ' , jr FH BELOW MEETING RAIL FHBELOW MEETING :' :.; (SEE ~IOTE 1) RAIL, (SEE NOTE 2) \, .' .' "., , ' APP'---i8"",1M ,',., :'(CONCRETE OR CONCRETE BLOCK) : .,. horE 1x BUCK OPTIONAL WITH SOLID CONCRETE :::AH . ; '/fe' - SUBSTRATE (SEE NOTE 3) Idlnl! p..;.-a: DEIbIL C DETAIL D ~gQ 0- TYPIC,6.L JAMB ANCHORAGE {1 /~~ .~ (BOn, JAMB DETAILS) EXTERIOR ~ Rewd8y o.n.: ~ - ~~ .- ~ . . 'o'~~g::,~~~~~'VE A :r ~NCHORAGE DETAILS " x !I:::I::i-- ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. CIao1<, P,E, F.K. 1/24106 A ,ADONOTE6REFLATHEADANCHORS. N;gM~~ f~~74 \Ij' 'bf B ~ bit.. &,,,,,1- .o...w/ryftlo. PE #39712 Drfwn 1Jy: DIM: ~~.8r o;~!,~~______~.__.___" ____.~_ 1SJ Y UT~__. _ SH7{){) HI!!! 11 ~_.!_!_~. ____._~O-20 SIructu... F.K. 9/1105 .-------- M'AM~D ~ MIAMI.DADE COUNTY. FLORIDA METRO-DADE FLAGLER BU1LDING BUILDING CODE COMPUANCE OFFICE (Beeo) 140 WEST FLAGLER STREET, SUITE 1603 PRODU(.'1' CONTROL DIVISION MlAMl. FLORIDA 33130-1563 (305) 375-2901 FA.X (305) 375-2908 NOTICE QF ACCEPT ANCl3-: (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'Ibe docurnentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BOP~) to be used in Miami Dade County and oilier areas where allowed by the Authority Having Jurisdiction (Am). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) andfor 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 tae accepted manner, the rnanufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miarni-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series l"X Heavy Wall Aluminum Tube Clipped Ml.lllioo-L.M.I. ApPROVAL DOCUMENT: Drawing No. 6221, titled" 1" Heavy Wall, Elevations Aluminmn Tube Clipped Mullion", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30f06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by me Mia.mi-Dade County Product Control Division. IVIISSILE IMPACT RA.TING: Large and Small :Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fonowing statement: "Miami-Dade County Product Control Approved", unless ot.~erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, andlor manufacture of the product or process. ~.1isuse of this NOA as an endorsement of any prod.uct, 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. ADVERTISEl'VIENT: The NOA Dumber preceded by the words Miami.Dade County, Florida. and foilowed by the expiration date may be displayed in advertising literature. If allY portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E-l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 0 /' b/\ NOA No 06-0125.07 / \ (A '-:1/ :.-- ~,V' ....-r Expiration Date: June:23, 201 I =----r::."o\ 0 /.> ( ;... Approval Date: July 20,2006 "'~ Page 1 PG T Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBl\HTTED A. DRA WINGS 1. Manufacturer's die drawings and sections. 2. Drawing No6221, titled ''1'' Heavy WaU, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on I) Uniform Load Static Air Pressure Test, per FBC, T AS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, T AS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratorj, Inc., Test Report ~1o. FTL=2902, dated 01/05/01, signed and seated by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05)J 2. Test reports on I) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a Ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL~2903, dated 01105/01, signed and sealed hy Antonio Acevedo, PE uSubmitted under .^lOA # 04-0528.05" 3, Test reports on 1) Uniform Load Static Air Pressure Test, per FEC, T AS 202-94 2) Large Missile Impact Test, FBC, T AS 201-94 3) Cyclic Loading Test, per FBC, Ti\..5 203~94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 contiguration) mulled together with a Ix 2 x 34" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Repon No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted muler 1V0.4 # 04-0528.05" C. CALCULA TrONS 1. Revised Anchor Calculations and structural analysis, complying with FRe-2004, prepared by PGT Industries. dated 05/30/06, signed and sealed by Robert L. Clark, P.E. c---......./' ~---, ~~> V Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Offiee CBCCO). 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 07/1512005 and expiring on 06/28/06. -- } ~ ~ ~. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20,2006 E - 2 ANCHORS DETAIL "8", ---w--i ANCHORS DETAIL "8", ' , , "c" OR "0" AT BOTH I "c" OR ''0'' AT BOTH ANCHORS Df7AIL A ENDS AND AT BOTTOMS ANCHORS DETAIL "8", - f'-" ----, . ENDS AND AT BOTTOM "c" OR .0. BOTH ENDS ------_ I ~ ANCHORS DETAIL A -( -~ / I 1- w \ / MULLION -l 1 ANCi'lORS DETAIL "B': Hl f "C" OR "0" BOTH ENDS l I r 1 ~2 / -' / r H ,H == HI +1'12 MULLIONS, J H f - /- MULLION fL.') WINDOW. MULLEj) 1 1. Ii' W lONE ABOVE / J I MULLIONS Hl I I FOR DETERMiNiNG MAX ALLOW, 'ABLE II DESIGN PRESSURE SEE TA8U;:S / .. I ON PAGES 5, 6 & 7 LWt~'W2----l t.. _. __ MAX, OPENING : H~ OR HI+H2 1- w-I ,),) i, ,) MULt LENGTH - iI I W '" WI +W2 1-- --IV WJ- r--w --W2-- ------ , H "" 1'11+1'12 ' w -- ! W '" Wl+W2+WJ (2) WINDOWS MULLED 1'1 '" 1'11+1'12 III '" Wl+W2 Y{LQljE_A~ MU~TfPLE WINDOWS MULl ED .f2l.lI(INDOWS MULLED rsXifIHEB ::;va~~:::.... --~ _..c..IoI FOR DETERMINING U4X ALLOWABLE W/ONE ABOVE fOR DffiRMIHlND' MAX ALLOWABLE ~_O:}- .. I f DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES . '_ ON PAGES 5, 6 &- 7 DESIGN PRESSURE SEE TABLES ON PAGE:5 5, 6 &' 7 ~ 141) MAX OPENING'" H OR HI+H2 ON PAGES 5, 6 << 7 MAX OPENING", W OR Wl+W2 ........ MULL LENGTH '" W OR Wl+W2 MJ) MAX OPENING", H OR HI+H2 MULL LENGTH", H Al2) MAX OPENING '" W OR WI+W2 MULL LENGTH '" W OR WI+W2+WJ- MULL LENGTH'" HI 1.14) MAX OPENING", W1fW2 OR W2+WJ 1:1QI.(2; MULL LENGrH = HI 1. THE JJ 1/J% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT ~OR ANCHORAGE n'PE. OUANTlTt AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7. _ __ 2, WINDOWS AND DOORS OR COMB/NATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) u~/rs TO BE USED OIYl:f WITH ,oCT INDUSTRIES PRODUCTS J, MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS r-- .- - ~'Oat, R",""ooo--- 4 REFERENCE - lEST REPORTS: FTL-2902, 290J AND 2975,' f)/J !.K. 5/30/06 ~,N!EIL~!!....~. ELCO TEXTRON NOA: 04-0721,01, 03-0225.05 fl.! ~- F,K 5/5/06 C-ADD TECH REFS ANSljAF&:PA NOS-200 1 FOR WOOD CONSTRUCT/ON fV . . ..n 00(0. ------ ADM-2000 ALUMINUM DESIGN MANUAL ;...-- II, 0 d P,JP, 4 '28 00 ------ ------ 5, THIS PRODUCT HAS BEEN DESIGNED &: TESTED TO COMPLY WITH THE REQU/RE- ~fli<m l r:- Jl" ME:NTS OF THE FLORIDA 8UlLOfNG CODf. 2004 tofT/ON FOR THE: HIGH VELOCITY 0 ;; ___ Tilw-tIEAW WALL, LLLVATlONS HURRICANE ZONE (HVHZ), (; f() 66 tOTO TeCHNOLOGY ORM ' 6, WO.OD BUCKS BY OTHERS, MUST BE ANCHORfO PROPERLY TO mANSFER LOADi I IIOKOi.us, FL Jms ALUMiNUM CI./Bf _QJ.EPfO MULUO!i._ Jl" TO THE STRUCTURE. obert Ie. ~"", P.t PO OOX 1529 ~/M_' ~'"' r"""I" !Oro.ing No. R.,,, ~~ '~97112 "OKoMtS, FI. 3<274 MULLS NTS 1 ,.r 7 L 622' 0 -~--------------_.-----------._--------------._----~ ---~.!~..::!:~~--- ---- ---_.~- ......-.--------- --....----.----- ," OR 4' #12 FH SMS PCT Ix MULLION [--2 -l ON . 4" STAGGERED ON OPPOSITE SIDES PCT 1 X MULLfON-~ .r' [-2 OR li OPPOSITE SIDES I MULLION CLIP. CUT :--1(50 AS NOT TO . i (SO AS NOT TO FlANG[S OFF CUP J INTERF[R[ WITH WOOD BUCK , ....-rr INTERFER[ WITH I TO FORM A - - EACH OTHER) REMOVED TO _WOOD J EACH OTHER) V' CHANNEL AND 0 <f) SEE NOTE J CONCR[T~) (BUCK r - - SEE NOTE J INSTALL AS SNOWN ~ 1 . . ,. ... .. . MASONRY ANCHOR - ~-: 2- (TYP) ;0'",-\'''',",0:'.'-_ - , ;;0:;: 'tf 1~(TYP -=-=:~~C::::::~'if SEE NOTES 1 &- J PCT Ix MULLION /12 SCREW. 1 ,-~~ s~ET,. "'7tV SEE NOTE J SEE ," " t.. , . , , .. NOTE I ',"',',,',,', NOTE 1 ' .'" . " ", '.' -." . FOR I" MULL ~ . , _ u" r *-_' ' :'. 1---';7- , ,", , TYPICAL MULI.ION TO MI)I,.L !QtLINSTALLATlON, DE0l.J...2-. TYPICAL MULLION TO STRUCTURE Will::LJ1'Q.QLL 2" OR 4"- #12 FH SMS STAGGERED l!VCK REMOVED FROM CONC" DETA/u~' 1 x MULLION r ON OPPOSfTE SIDES (SO # 2 FH eMS STAGGERED ON AS NOT TO INTERFERE 1 Cl . WITH EACH OTHER) OPPOSITE SIDES (SO AS NOT , SEE NOTE J TO INTERFERE WITH EACH OTHER) SEE NOTE J SEE NOTES 2 & J MASONl'?Y ANCHOR, SET NOTES 1 &- J --- n" '. ~ , " SEE '. .', .. PCT Ix NOTE 1 I'IIOIlIJC1' U1~'WU '" "', /' ::..:;::'l:'.......- /' -'--....J~7- TYPICAL. MUI LION TO STRUCTURE WITH // ~-WOOO BUCK ~ _ gOTES.: WQ~f2:.' ~~_< TYPICAL .M.l!J..lION TO STRUCTUI'?E Yf.lIfI ~ I. FOR CONCRm APPI/CAnDNS IN M~MHJAD[ COUll'IY. USE ONLY Mw.lI.DAD[ . r .l'IQQCLOUCK AND CO!KJImtLlL - . COUNTY APPROVED ECO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY 1 -'.--'-_::: ANCHORS, MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE: EDGE SEE < ' '. .:'" , ---- IS 2 1/2", MIN, EMBEDMENT: TAPCONS 1 1/4". CRETE-FLEX f 3/4" NOTE (,~:". ,', <'; -:/'. 2, FOR WOOD APPLICATIONS USE #12 SCREWS, fLCO 1/4" TAPCONS OR 1/4" ~.' ; '.' '. '.L SS4 CRETE-FLEX MASONRY ANCHORS. MIN, EMBEDMENT 1 1/2" ~ . .~ " ," J, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR - - &, STUCCO. , c:;r::D ONL Y WITH PGr INDUSTRIES PRIJDUCTS 4, FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7, FOR TO BE U~ L ' . ' ANCHOR LOCA TlONS SET Sf-IEET.), QUANTITY OF PINNING SCREWS FOR MULL - ~K~ 5/'730/06 R~ih' NOTES J .t 5 TO'CUP TO B[ HALF TH[ QUANTlIY OF ANCHORS FROM CUP-TO-OPENING , ~ ..,." /.J/ "",,, "" "'''''' (MINIMUM OF 2 SCREWS PER CLIP), /. / FX 5, 04 C AD J ' 5. IMPORTANT, OUANTlIY OF ANCHORS SNDWN ABOV[ ARE FOR PICTOR~L #- . p.J.e:"28 00 .____ REPRESENTATION ONLY, FOR CORRECT QUANTITY OF ANCHORS, REFER TO p.-"'--- .J . _ _lion, _ CHARTS 1 THROUGH 4 ON Sf-IEETS 5. 6 AND 7. FIND THE APPLICABLE MULL If/; 1''' HEAVY WALL CLIP INSTALLATION DElA/L SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING~; ,-- ,w;------'-- &, OR LOADING CONDITIONS NOT SI-IOWN IN Tl-/ESE DETAILS ARE NOT PART OF THIS S- J& ot. 1010 n:cHNOLOGY CN<M: AL UMINUM TUBE CUPPEO MULLION APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. I/OKOMlS. Fl ;U27~; _-.-:--~"'..: ~ o...o.,;"g No, ~R'" 6, REFERENCE TEST REPORTS, FTL --2902, 2903 AND 2975, Rob<;,1 i3i~~r~, P E, PO BOX 1529 S....../lkd ' . N'rS .) f 7 6221 0 NOKOUIS, Fl J<27" MULLS L, ., - ----------L __._____________"_...___~____~ Structural "_._.__. __,__._~ __~~~__ _ __ rr-4l1 I-~ J. L __ AI2 ~MfN. TYP'~1 ~WN. TYP.irM1N, .2M1N. =t. ~MIN. TYP. . 4 MAX. r- I -, 'r0 + I~MAX. I'~MAX. ' 1~MAX. L_ L. + ~ I L ~] -j: J. + l~MAX. 4MAX. ~MIN.SL~---j r ~ 1" MULL CUP (CLIP TO OPENING) EXTRUSION DWG #1099 @ 2WO (2) ANQJiQB @ THREE: (3) ANCHQB @ FQVR (4) ANl;:HOR @ SIX (6) ANCHOR LOCA.IJ.Q!:f5 LOCATIONS LOCATlQNS l.QGATlONS - ~A/2 ~M1NTYP . -~MIN. TYP. - .~MlN. J'Ii(lOIJCf Qll;N*WItD L r-2bi (2)EQSP"~ (4)[Q.5P" ~ I TYP w::~-,...~ ~1I.Ji.? ~T~ ! +(f) (A-JI4)12 ~_ (A-3/4)/4 L ~~ - + (f) 1+ + 0 (f) 0 + ~MIN.ILAJ ~MIN.-r AJ ~MIN.IL-A-- ~MIN.IL ...- 1" MULL CLIP -- W/TABS REMOVED CD ONE (1) ANCHOR o I.t!J.LiZLAN{;HQB Q) THREE..1J) ANCI'10B (1) FIVE (5) ANCHOB (CUP TO MULL) LOCA nON LOCA T/QN l.QCAUON5 ~OCATlOt:!5 EXTRUSION owe #1099 NOTES: TO - BE L/s'm Q!:J.Li WTTHPGT INDUSTRIES miSi5uCTs CLIP LENGTH CHART ,--- FOR Ix MULL I. 1M.EQBlljf{[: QUANTIty OF ANCHORS SHOWN ARE FOR MULL SIZE . , PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY y/l/ ~:ir A OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON 1 x 2 x 3/8 1 3/16 SHEETS 5. 6 AND 7. FINO THE CORRECT MULL SIZE AND ;/ ll:~ ..,~ I x 2 3/4 x 3/8 I 15/16 PRESSURE Rf.OUIREO FOR YOUR SPECIFIC APPUCAT10N. P.J.P. --- o;;;;;ifon: 1 x 2 J/4 x 21/J2 1 3/8 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION 1" I-IEA VY WALL, ~_ANCHOR -1-0CA nONS 1 x 4 x 3/8 J"J;i6 SHOWN AS MAX. sj'fJ(of- '1Itl#: 7070 TrCHNOl.OGY DRM: ALUMINUM TUBE CLIPPED MULLION 3. REFERENCE TEST REPORTS: FTL-2902, 290J AND 2975. NOKOMIS. 1'1. J"Zl' Robert l. CkJ,~(. P .(, P.O. OOJr '~29 Scri../Mod.t IT[~~ 7L~.' 6~~-' _ R.o i PI: #3971:/ NOKOUIS. n 34274 MULLS Structurol -----"._~--- -- -----~'. --- ._~--"._-------------_._------~_."------_._--~---_._----- J'-- 1 8 3 8 1 - - 8 ~ II 32 ~ r 4 2 ~ ~ 7 ~ ~l 2 116 - I L J 4 l'GIIlIDtICT \IlI:llEW~l'> "~>ol."'FIorloIlo ~~' ~--_.- - .~ ....... c HEAVY WALL -- lx MULLS MArL: 6063- T6 - . TO BE USED llliI.Y WITH PGT INDUS'::::'PRD~ F.. 5 JO/06 -NO CHI) THIS SIfT t?' ~ ,.. 5 5/06 c-",""" "" <;NT ~ ;;;;;ey.- Dote: /.U-- II, RJ P.J.P. 4 28 00 .____ NOTE: ;1 ~ - "riiEAVY WALL. MULL/ON PRORLES 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 {'"' 5'i~t::- 'O~~~OG;J;;IVE: ALUMINUM TUBE CLIPPED MULLlQJ':{ ob.rt L Clo,k, P€ PO BOX 1.529 s.nu,Nc<l":~: ~ ~ ~ -----~~--.._~--_._----- ~c~~;;2 M'JI<OUIS. n 34274 MULL.S 1 X 4 01 7 6221 0 -------~ - ~-- -~._._._._- 3. -1)(2.75)(,650 QTY,&TYP. ------- OPENINGWIDTHi'N'INCHES--- --------, ANCHOR 50 60 70 80 90 100 110 '120 130 - 160 - CLIP TO (2) A (2) A '> (2) A (2) ~\ . I (2) A --- (2) A., (2) A , (2) A (2) A ;T(2)'A"' OPENING (3) 8 (4) B (3) B (4) B (....) B (4) B (3) B (4) EI (3) B (4) B (3) 8 (4) B (~,) 8 (4) B I (3,1 B (4) B (3) B (4) 8 (3) ! (4) 8 CL.iP TO I -~ . MULL &, (2) 8 (2) B (2) 8 (2) B (2) 8 (2) B (2) B (2) B (2) B (2) 8 (2) B I (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) 8 (2) 8 42 170 170 17~ yo 170 170 170 170_ 170 170 l!O 170 170 170 170 170 170 I !.2.?_ 170 _~?O. 48 170 170 160 170 148 169 141 161138 158 137 157137 157 1:37 157 137r157 137 ~2..... tI) 50.625 166 170 148 169 136 156 129 148: 125 143 1:~ 141 123 141 123 141 123_ 141 123141 ~ 54 152 170 135 155 124142 116 133 112 123 109 125 108 124 10B 124 108 J34 _108 ~ o 133 152 117 134 106122 99 113 94 107 00 103 aa 101 I 8:8 100 88 100 88 100 ~ 63 125 143 110 126 99 114 92 105- 87 99 83 95 191 93 ---a:o- 91 -80 91 80- 91 ~ 66 118 135 103__ 118 93_ 107 86 97 _ 81 _~ -.J..'7 ~85 75 82 73 80 73 . _.~~ 73 - 79 ~ 72 100 108 92 92 81 81 73 73 67 67 63 63 150 60 I 58 58 66 58 56 56 ~ 76 91 91 --=rr--n 68 68 61 61 58 56 52 52 49 49 47 47 46+48- 45 45 ~ 78 84 84 7'1 71 63 63 56- 56'" 51 -51 4:8 48 45 45 43 43 42 42 40,40 ::J 84 67 67 57 - 57 50 50 44 44 40 4037 ----:s7- 35 35 33 33 321' 32 3o-Tilo i 90 ~ _~ 443 46 ..~_ 40 36 36- '32- 32 3~=_1__~Q..... 28 .-3~ ~ ~ 2~T25 -"2~J-=23 __.__ 96 44 ~. ..38_.___38 -2~.~.~ 29 29__ 26 _~_ ~i__l--:!4 _.:~~ 23 21 21_ ~~_._~..+_18 r.--.------- . 1 108 31 3~_ -~..,f-...?6 23 23 20 ~_. _~_ ~_.l--.!~. L..!.?:..... ~ ~ _=-_ _-=__j..__.::......... _~.:__L_.~_ '11/1Illl I 111 29 29 24 _ 24 21 18 18 _17 12:._L2:L I 15 . _,"L...::. :~_ ~:Ioo~ liOT[S: =-~~al I. MAXIMUM ALLOWABLE PRESSURE iN PSF, , ~~ 2, DESIGN IS BASED ON OP[NING "'llyn, FOR MU/JlPLE UNlT~, I' - .' ~....." _________~ CONSIDER ONLY TWO AD,fACENT UNiTS AI A riME SEE Sl-ILET 1, I I I.MultiPle Mull'ild Units 1 3. . REFERENCE. TEST I'([PORT FTL.-2902, 2903 AND 2975., __..__.__.______ '-1)[ '--T 4. ANCHOR TYPES: A. [LeO 1/4" TAPCONS, EMBED. (1 1/4) OR , Vertical Mull Horizontal Mull I Ii:. 1/4" 554 CRETE-FLEX, EMBED (1 3/4") r~-'.I- '..''', -'T .. !~) Mull B. tY 12 SCI'?EWS i.1 I. I I Lenl9th 5. SEE ANOIOR SPACING. DETAiLS S~.IE.. ET J. , ,'I ' i I [L:"~~h O~1,,:,~g L__ M. .. .l... _",,~L f(jIl[ USED -W!III "pcTiNr5usTR/[S PHOOUcrcj" [ I~ _J 1_._ L l..-~\I. //,~~1 ~.rz-if 5J;;~;;T~~}~I; ~~ ~!c~ 1_..OpeninL..j ~._ Mu!1 ......j '\..O~7S;;~q / ~4;/ ~. ~. _..1"-'. 5/ 5/06 c.=IJ!!.~'_Ef.,1!;IONS _._1 Width Length 1ft/V 11'1 II Dr.," By- Dot"' 1 ;/ /- " ,; - . US "'IES P,J.P. 4/28/00 _L.____.___...________ / ./,f?'T.-'" lIMa. .1 II"U ~~.. 'L,~,__'/..,,__._"_.~"W_.______ _ / ' t'" HEA VY WALL PRESSURE OIART 3 I >/rf'. -;;;':~GHNOLOGY-;~' '~~,~ IM.j'N-U..,mM----:r;u"a.:; ('.L' jP:~-EO ~U.I.L..-:ON ------ I I ,,,,)1(01./1$. n 3427:5 hL ,) , _.. .' - , - - _,__.._ L if ROb;n~~::~' pc Ho':<giJlf.~L 'g~~74 J 5~;;~~;---1 xN;~Th.~~~-;--r(R~.';O-~~;q-;~____..r~ -~-'--"----"_"'_____..._m_"m.._......___......._.....__.._... . ....._......._....__...__.._.... . "_..._, ....... .__,____.._.__.._.... .__._____...__.... ..___.___."..m.._....L_.._...".~_...___._.........._.__..._.._..._ _.. rCHAR~;4x,j~-----"--'-'-"~==--"-===--=-"-'--:---~.== ---------===----.--..==--=-.....-..----- .-' ...-..-.-.---.--. relTY, & TYP. OPENING WIDTH iN INCHES ! ANCHOR 50 60.?,:L 80 90 --100---J_~10 _= -. 120 130 1~_ ~ CLlP TO (2) A (3) A (2) A (3) Af (2) A. i (3) A (2) A (3) A (2) Al (3) A (2) A (3) A (2) A I (3) A (2)ATi3i A (2P 1\ \31 A (2) A (3) A OPENING (4) B (6) B_ (4) 8 (6) B (4) B I (6) B (4) B (6) B (4) B (6) B (4) 8 (6) 8 (4) B I (6) B (4) B I (6) B (4) 8 (6) B (4) 8 (6) B CLlP TO i I MULLLt:, (5) 8 (5) B (5) B (5) B (5) 8 i (5) B (5) 8 (5) f3 (5) 8 (5) 8 (5) 8 (5) B (5) S (5) B (5) B (5) 8 \?}f3 (5) 8 . (5) B (5) 8 - L _ 42 170 170 170 _ 17~_ __I2.~J170 170 170 170 170 170 170 ~.~9.J 17~_ HI:I 170 170 170 170 ~_~. 48 .EE_.EQ. 170.. 1'10 _!2.~ .--22.~. 170 170. 170_ I 170. ~_ __~29.... ~-L.~.2.Q.. 170 170 170 .1~ _~_ ~ 50,625 170 170 '""170"17'5- 170 170 170 170 170 t170170 170 170 I 170 170 170 17'0 170 170 170 I/) 54 170 170 170 179_ 170 170 169 170- -162Tf70 i-158- --1'70- -157 170 15'i 170 157 170 157 1ii:)' ~ 60 ~_ 170 170 -170. _154 ~~70 143 i70 '13ft~1~2::.~~1 ~?O '~_.J.Z9._ 127 170 127 170 127 1~~ I g 63 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 1€>6 116 '165 '116 165 ~ 66 J~:':70 150 170 =~~~ .....!.?.~ _~~ ~ _:27. 166 11{- 1~~ 108 8.50 106. 145 105 144 105 144 ::x: 72 154 170 134 170 1.20165 110- 148 103 136 98 tJ27 94 120 91 115 89 112 88 111 ~ 76 _~i4_~~_ .125 160 _..!..~:r- .=!..'f~ 102 126 95 116 90 p.~f: -861 102 63 1 98 811 95 79 __~ ffi 18 140 170 121 148 108 129 99 116 92 106 8~9 83 I 93 B0189 78 J2- 75 84 ~ 84 128 138 111 I 117 ~?8_= 102 . SO 92 -83 ,-83 ~77 . if-' 73 --I 73 69' 69' 66 66 62 62 :;l 90 ~.' '112 -9S-L. us-- _'~~_.'."_~==- _?..~ 74 '-67-E-V ~.6;r' .-?1...... 5.8_tt~. 54 52 ,_j2.._~.-- ~~ ::i! 96 92 92 "78-1 78 67 I 67 60 60 54 -54' 50 50 47 I 47 44 44 42 4238 38 108 64 e:;r- 54 Sr-'4("'r-<iT --4r 42- 3Y"- "iT' -''34'"'' 34..... 32 Sz'- SO 30 2<1 28 25 25---------- 111 --5'9 59 -50" 50--;1:1.....r....43-- -38 38"-34--34- Tf- --3T-+--291r-zg- 27 27' 2626 ""'23 . 23 144>-,,1-,,--'-22+22- 'l,'r,ir- 17'17- -i5 ..~ -,-r-T--- '--:--. -. _ _ T--::---r""--:-- --."""'..... ~,~ I ..~~.~~-_.~ . jjs.2If:5.; . .L-..::..-.L____ ~......7-"""""'.<l<1 I i. MAXiMUM '<.COWABLE PRESSUflE iN PSF. ~ I 2. DES/GN IS BASE:D ON OPENING FO/? MULTIPLE UNITS, ___ CONSIDER ONL. Y TWO AO.JACENT UNITS A T A TiME. SEE SHEET 1. . IM~ti;j; Mu,;;;'du;lits'''1 J R[F-~RENC[ r[~r REPORT FTL~2902, ,290.3 AND 2975 I ", ___________ r-"--V-;rti~_;-I-Mull---T-.-H;;i~~~t;I.M;jii~.i 1---....II[Jl1".-.T I 4 ANCHOR TYPES A ~~~? ;{: c~;~(~'~~[}M:~~[O{l (?;;~"fR I , . MUll I to 1I 'I'" St"R'C'W"" j. ".....-T I "'IT . ). ;1" '" ~"-" I Lenqtfl . (_.~_ ."\ . .... . "", _, '...... p I,,L ) en", ! I i I - 5. .~tE ANU1~.:~PAUjV~_O[T:""LJ _SH~~:.....__..___._._____-:- jl.... Lerl?th C~ldlthg "---~_""-:LI I 11_.1 I F-....-.....' ""'''''' ....... _._JT~__B[ ~SED ONL.xt.\.~ITH ~r:ET~.JN~!:!.~T~ESf.).!!..~)f2uCrSj I ' ~- -. --I I I """"" By ""',. R"",lon.. i : ><\ . I FX 5/_!O{96 -NO_E!.I<i..f!i!~21!.!...._ i.._ OPM.i(l;'~.j' --~. .- "',1._- Mull .. j ~oPWedn:~9 I, /v//I.:"1I"'" L"""Ht 5~06 C:".wfKED R{YrSIONS I Width 1."'191/1 \ I \" I I I ~/ 11I1 jD;v;.:;;-sy, Out., --- ..-----..-..----- I --- .- - -__.....______J /I (I~-I~<S15=#~I~:~Al~I~._-~~fs'j;~~HART ~=- q{~/" I "::"'fZ,":"J,OOJ.f~~ j ALUMINUM lUBE CUPPED MULlION ___~_ ~/.'''<'~ ( (,lar, >' ( I r~~/M~~r{;;;--f5h<<i---~JOn1W1r19 No. 111<- I'f. J \,112 80;, 1~~~14 I.jULLS 1 NT';" I 7 }I 7 622 T 0 ---"--'- ...-...........--.----......--................-.......-.-.-..-.---..,............ .......-..---.....-.--....--...... '----. _ . __L.. _._ _. :\:':::~~~ _..__. __L .._"________ .1_ ~ _ ___.._ .....1. __- _ L. '_"_ ...__. .._ ______.. .___...L_