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WS-10-1506BUILDING PERMIT APPLICATION FBC 2004 Job Address (where the work is being done) City Miami Shores Village Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City . O i4as4 i State rr ZgD/z-- ®A- Zip 3 5 15 fig Tenant/Lessee Name Phone # ; ® nee /ate ii EMIERVII i ot, . BY: Permit No. LOS I O ISO Y Master Permit No. Permit Type (circle) Building 'Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) koc S i S AdJ Lc' A Phone # 3®4 2 -d ° - 3 33 Owner's Address 41/ A/ e /6 ' S-772. 35 3,e County Miami -Dade Zip FOLIO / PARCEL # //— ??31- e /5 - ®®g m Ls Building Historically Designated YES NO k CTSC0 qbq c1 Contractor's Company Name C - �° € fm f,e.4G ° 4-ft Phone # ` � Contractor's Address /o / 2 q 4 e61 4,044 14c-c.d./t City ier774a-P,t.6 State P Zip 3.7:7,o Qualifier Name AL "0 ii/ ' 'i / Phone # State Certificate or Registration No.e, o 1 2.539 Certificate of Competency No. Phone # Seca 357 4os7 Value of Work For this Permit $ /4 . 617 Square / Linear Footage Of Work: Type of Work: ['Addition , ❑New ❑ Repair/Replace 0 Demolition Describe Work: { �1.9 #ems' (/ P , 4- e44 0 Deo4 co / p,3e ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ems *********** * * * * * * * * * * * * * * * * *** * * ** * * **** Submittal Fee $. C:ED Permit Fee $ � 10 CCF $ CO /CC Notary $ Tra mmg/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ R 6 2, • tO See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent — Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3/ day of Jam, 20 /U by , day of , 20 /4 , by who is personally known to me or who has produced who is personally known to me or who has produced -- iJ2evd L, e . As identification and who did take an oath. EA, ,%a v. (,e L as identification NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC-STATE OF FLORIDA "'" Thomas A. Raguse Commission #DD721772 „..1 Expires: DEC. 14, 2011 _ : . dn h CO., ENC. APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: RIDA e `-Commission #DD721772 I.., Expires: DEC. 14, 2011 THRII ATLANTIC BONDING COO NC. Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150310 Permit Number: WS -8 -10 -1506 Scheduled Inspection Date: September 07, 2010 Inspector: Bruhn, Norman Owner: HAYLES, JOSEPH Job Address: 410 NE 105 Street Miami Shores, FL 33138 -2043 Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments September 03, 2010 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310150080 Phone: (305)341 -5663 REPLACEMENT WINDOWS 11 AND PATIO DOOR IMPACT Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ee_ Page 18 of 35 EA R M NTS TO BE ENTERED BY MEASURE TECH ONLY U • NU Ma wants= ratAnilillINOMMIUMMR ■INC, .:-• •i Ri it �J _-. insaR ... � - in _,. / ounume OCIUllowilli ilignotilprzuMainItinr2111immiumaulum 4111 e�allad tamall��ummas ii�� m _ r fir-7 --)-' LlilrllhullF2,Millf ARTAIIIIIIrly4111§,- -1-4.-64 • . t _ t a t � N�I �y �. , . '1 ■ a� ■ Diu T r .. + ■ ' it' Is la 16 4 �� , wir ' 1}�al1 i' � 11�� s':� 4ti ll ; I �a SMIT Ti . di M �.w __._jw a . x a _ f a t'. d uRsa iii ` / 1#ii S NINIMUIMIMMUMMniviiTimilmmOMMINIMMoimarrummliiiiimm a innonnumPirg Rammainsimumigmmummus ._ UNRO'S.. igARSOUR 111 11 I II 1011111111111 iiiIHNINIMMININSIIIIMMAMENIMS 1 I J MEAN ROOF HOT '(PE OF WALL, 1�r TOTAL NO. OF OPENINGS IN HOME (INCLUDING DOORS): HURRIC,N•S SHUTTERS YES : CS • o TOTAL NO, OF OPENINGS TO BE REPLACED (ITEMS ON CONTRA • BUILDING DIM MOTH: HEIGHT: N cn H m z z w z cJ x m 0 z w REPLACEMENT WINDOW S!TE PLAN U+IPORMATION. CORNER OF BUILDING TO EDGE OF WU4DOWAVD'WiNDOWSIZE ME SU 6 E Rev. 5/06 NO. OF STORIES 1 WS 2 • >t,y- 3. • .. a •1• .. •• ... • • • NOT DO QM NDOWS NOT TO BE REPi.ACED) • • • IONS • CUSTOMER NAME; ADDRESS: CITY: PHONE N0: COMPLETED BY: HOME OWNER INFORMATION • •• ..• • • • • •• • • • • .. • • .• . ••• • • • ?JP• • • .. . • . .. • • • •. • • •.. • • • • • • • •: • • • • •• • • . • • • Wind Pressure ps (peg) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 49.83 -17.69 33.17 -10.17 - 49.20 - 31.51 -34.22 -24.09 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7-05 ✓ Basic Wind Speed Cat Structural Category (1, II, 111 and IV) Exp Exposure Category (B, C, or D) RHt Ridge Height 15 ft Eht Eave Height 9 ft Ht Mean Roof Height of Budding 12.00 ft Theta Roof Angle 13.50 Deg L Length of Building (If Gabled roof, along Ridge) 12 ft B Width of Building (Perpendicular to Ridge) 50 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 Importance Factor 1.00 a 1096 of Least Horiz Dim or 0.4h, whichever is less 1.20 ft 2a Length over which Zone A acts on Each Comer 2.40 ft Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com Transverse Long"Lud'inal • • • • • •• • Description: KOCSIS RESIDENCE,410 NE 105TH STREET, MIAMI SHORES, FLORI'DA••• Analysis by: EDWARD TORRES, R.A. •••••, • • •• •• 46 mph II • • • • • • • • • • • • •• • • • .•• • • •• • • • • •• • • • • • • • •• • • • • • •• •• • • Page 1 of 2 • • • • • • • • • • • • • • • •••• • • • • d Pr 11re .. ;° c e rrents and Giadding Zone ( Cl Pressure Positive (psf) Negative Description 1 Width (ft) Span (ft) Area (ftA2) 1.WINDOW 3.1 3.2 9.92 4 46.49 - 50.36 1A.WINDOW 3.1 3.2 9.92 4 46.49 -50.36 .WINDOW 3.1 3.2 9.92 4 46.49 - 50. 13.WINDOW 3.1 3.2 9.92 4 46.49 - 50.36 A.WINDOW 3.1 3.2 9.92 4 46.49 - 50.36 - 50.36 .WINDOW 3.1 3.2 9.92 4 46.49 4A.WINDOW 3.1 3.2 9.92 4 . 46.49 - 50. 5. N.A. . SLIDING DOOR 2.96 6.67 19.74 4 44.46 - 48.38 - 48.38 - 48.38 A. SLIDING DOOR 2.96 6.67 19.74 4 44.46 B. SLIDING DOOR 2.96 6.67 19.74 4 44.46 6C. SLIDING DOOR 2.96 6.67 19.74 4 44.46 - 48.38 7. NIA 3.1 3.2 9.92 4 46.49 - 50.36 - 50.36 8.WINDOW 3.1 3.2 9.92 4 46.49 0 . N/A - 50.36 10.WINDOW 3.1 3.2 9.92 4 46.49 11.WINDOW 3.1 2.17 6.73 4 46,49 -50.36 , - 50.36 12.WINDOW 3.1 3.2 9.92 4 46.49 12A.WINDOW 3.1 3.2 9.92 4 46.49 - 50.36 , - 50.36 1 WINDOW 71 3.2 952 4 46.49 Notes: lb •wh4b0v4 6.1 3.2 PR . 52 °-1 `(L.w' •-6 ... WINDO2 v2-21 Simplified Wind Load Design (Method 1) per ASCE 7-05 Description: KOCSIS RESIDENCE,410 NE 105TH STREET, MIAMI SHORES, FLOR4l A: • • Anal Ms b : EDWARD TORRES, R.A. w y •••• www.mecaconsulting.com 006-.010111000:04 ' a HipRif(7 ° <9S27°) Gable Roof (0 <_ 7°) ❑ Mellor Z es End Zones Zones �0atays 3 Gable Roof (7° < 9 < 45°) Double Click on any data entry line to receive a help Screen • • • .• •• • •• • • • • •• • • • • • • • • • • •• • Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls •••• • • •••• •• • • • • • • • •• • • • • • • •• • • • • • •• •• • • • Page 2 of 2 • • • • • • •• • • • •••• ,• • • • •• WINDOW TYPE WIDTH HEIGHT GLASS . (+ )• • -) IVY •p a 541 7 5? -D C• Ho cfirp(3 6•, if 2_,,e s6 I 7 z_ .7f 7f gg D 3) 3) 7 5 7 t7 rs®c' 4 LO a 46 ,17 69 - 1ti - d32).z.oe q s/-/' E 7 /6 6 27 gf ) (1 ' 6?-63vb •®4 /1 s i 3 7 c6 3 4 c o3u.06 • lA - z`f 3g' . 75 75 0-6372,64 w /d c3 //1 f/ ok- i5 V J '^' /t2. c 3 g f 75 75 o 7-68 c$'.efi A /06/747q 7 Sears: Home improvement Product:. • •••• •• • • • • • •• • • • • • • • • Location: Job Number. /64 /7/71/17 Notes to !natation SEARS HOME IMPROVEMENT PRODUCTS MIAMI Measure Sheet �/ • Job Name: /`C / 6 L► 6 75* Installer: 7 '?' 4'77 "**WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED' "'MUST SPECIFY # OF PANELS AND TRACKS ON SUDING GLASS DOORS*" ""MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SUDING GLASS DOORS.'" Date: / (p / l0 • • •• ••• • • • 0 000 • • : • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Window Patio Doors Glass odds QTY Tip to • Size • Configuration Frame Color OX, XO, 00X XOO etc SOD By Panels/Tracks Door Pocket Door L ]ij Comer Door Gray Bronze Clear Azure Blue Solar Cool • Gray 31 Obscure i I i i Wi to Intnrlaver �� Tempered Egress , Type Location • Pattern Window Style Width Height dug Colonial Cr Brittany Top, Bottom, A3. Flankors 1 �f G� [� 3.O / W [ / r xD Y H r .off V7 36 / k • V H L ` V H ' ezp 7q 3e k' b 1 C/ V i /q 7q o k x Z '/I P[ V H I. $W 37 3.' V H ! # 07 3V V H 7 1 C7'�"�e 3' V ' H _ ,0 _ 7q V H 13 V H Location: Job Number. /64 /7/71/17 Notes to !natation SEARS HOME IMPROVEMENT PRODUCTS MIAMI Measure Sheet �/ • Job Name: /`C / 6 L► 6 75* Installer: 7 '?' 4'77 "**WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED' "'MUST SPECIFY # OF PANELS AND TRACKS ON SUDING GLASS DOORS*" ""MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SUDING GLASS DOORS.'" Date: / (p / l0 • • •• ••• • • • 0 000 • • : • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • BI L[rD NG CODE COMPLIANCE OFFICE QICCO), PRODUCT CONTROLDIVXSION ',1110E. irrsfi�i NOTICE OF ACCEPTANCE (NOA) PGT,inc. 1070 Tedmology Drive Nokomis, FL 34275 • • ..•• • -ic-�� I 44 �, Imo ,€,_� •••• PHIAMItight • ant. , ) j ►� IV1i! ��I 140 wErrtu r { %itufit,surfEimat •• •• 1, r • • • • (305)37psdf FAx 0553124339 , f, • • • • • • SCOPE: - This NOA is bring issued under th :vies and nguhfions governiag .the use of you nods.. The documentation s has b mowed by Beni Dade e ., J Control , , . ` , Division ands by the Ba&rdofRmieas anti Appeals_ t1 . ate'. .,' 1 41b. a I other areas where allowed by the Air Having J , ' •. -, �:, : '; "urv- m" -a This NOA i not be valid after the expiration date stated below. The ,,c,> • .;,, . Pina roduct Control Division (In Mani Dade Comity) aJ'or the AHI(in of Y:..., ,, Dade Ct ty seseave thte right to have this product or malarial tested. for quality assurance � this rn ma fails to PolfoOn ac hi tho acCasegi ataistet the martalitgeter will Matt the of such Ming asd theABI may -. immediately revoke, mndif/, �r ; -cite i?se trf _ , _ eat with t on. BORA reserves the right to revoke this ' • if it is by Miami -Dade County Product Control Divides that thds a zostediffails b3 nett the requiremsnts of the applicable baldhtg code. This product is approved as deserted Main, and has been designed to comply with the Florida Building '4 :0. /1 ,,ItiV E • • • • • • • • •• •• •. •••• - • • • • •••• DEKtiten0Ni Series scia n Horfratal Roller Window - LI L p��, , OVALL l)OC Th1EN : Thawing No ' ' 11 rtr i 1tr:r •.,y f ( ;�iif:.? Windo , ', • sheets ._ 1 trough 11 of�p11,dated �02/28/2006w with the latest ieviisionn' dsted 04/1512007, wed by POT Indu dcs, Inc., dated 08 1012 O , signed and sealed by Rebut S 7 L Clark, uearhtg the Miloot-Dade County Product Control Revision std wkh the Notice ofAcceptance number and expiration date by the County Product Control Dividon: MISSILE IMPACT RATING: Largeee and Steen Ma& Imps Resistant LABELING: Bach twit shat bears permanent label with the memeeturies name or logo, city, state and following statement `trauri -Dade County Product Council Approved", unless otherwise noted herein. RENEWAL of this NOA shell be after a *neural has been Med and the has been no change la the applicable building code negatively affecting the perinnunace of this product. l of this NOA will wax after the expiration date or if there has been a revision or change in tie matetials, toe, andfor manufacture of the Product or process. Mime of thds NOA as an endorsement of auyProduct. for sakes, avoids*** any otherpoeposes ill mtormadcally temtione t is NOA. Fie to comply with any section of thi's slull•1ecatme for teuniusdon and removal at ADVERTISEMENT: The W f , , ; by, the words 1i+ County, Florida, and Mind by the expiration dad , - , :- pad in advialfishig 3 .prorate. If any portion of the NOA is dlsplayesd, tit it shall be done hti -; s t - INSPECTION: A copy of this entlireitA shall be provided to the nut by the matarfactarer or its distributers and shall be available for inspection at the job site at *enigma oft eBaihr ig Official This NOA revises NOA No. 06.0405.00 and consists of this page 1 and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted docu on was reviewed by Mil Perez, PS. NOA No 07.0811O9 Expiration Data: December 21; 201! Approval Dot= Jury 03, 2003 Pagel • • • • PGT Industries, Inc. • • •••• • • • • •• • •• • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' • • • .. ....... •••. •• • • • : • • . • • • A. DRAWINGS i 'r• • ` "'' ` • ti'T :., k +i • • • • • • 1. Manufacturer's ic and sections • 2. Drawing No.4127- 0` 'titled "Alum. Horizontal Roller Window; Iiliiact ", sheet; 1 ' • through 11 of 11, dated 02/28 /2006 with the latest revision "C;' dated 04/1MY, • • prepared by PGT Industries, Inc., dated 08/10/2007, signed arfd dated by Rolit L. • Clark, P.E. • "" B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory Inc., Test Report No. 14114-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, pe'r FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 Along with up.drawings and installation diagram of XOX aluminum horizontal slidin a iRiaw, Fupared by Fenestration Testing Laboratory, Inc., Test Report No. FTaI - t 55•:` dated 03/08/2006; signed and sealed by Edmundo Largaespada, P _ i.� r • .6 (Submitted under 40 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX abnminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) • E -1 •• • • • Manuel Per y Product Control a■ NOA No 07- 0 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • PGT Industries, Inc. . .. . • • • • .•.• • • • • •. • •.• • • NOTICE OF ACCEPTANCE: EVIDENCE &OI SITTED • • • • • • •••••• • .... • • . • •. • •••• • •. C. CALCULATIONS "' . 1. Anchor Calculations and structural analysis, complying with FB prepared by • PGT Engineering, dated 10/26/06, signed and sealed by Robert: Clark, P.E.• • • Complies with ASTM E1300 -98 and 02 • • •••• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIC,A.';IbN , . 1. Notice of Accgp- ' o. #5-1208.02 issued to E.I. DuPont DeNemours for `DuPont Butacite PVB teif ier" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance o. 03- 0421.01 issued to Solutia Inc. for their "Saflex I P a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. EFL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmunda Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptancg o. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizo R ; Widow, Impact", approved on 12/21/2006 and expiring on 12/21/2011. "� i ; b % E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES; IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118' LAMI CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXMEEPBAFE MAXIMUM PVB INTERLAYER B. 6f18' LAMI CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) LICE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIEEPSAFE MAXIMUM PVB INTERLAYER. C. 6116' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB INTERLAYER D. 7116' LAMI CONSISTING OF (2) UTES OF 3H 6' ANNEALED GLASS WITH AN ;090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. E. 7 6' LAMI CONSISTING OF (1) UTE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7118' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS W TH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16' LAMI IG: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS. 6n6. OR 318' AIR SPACE AND 5/18' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .069 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. INTER(AAVER. H. 13/18' LAMI IG: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GL' ASS, 6/16' Qg as PACE AND 6/16. LAN CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) LIIE. SAFE MAYA:um PVB INTERLAYER. .. ., OF 1/8* HEAT STRENGTHENED GLASS WM1 A .080 DUPONT BUTACITEVR:, f. ,. • L 13/18' LAMI 10: (1) UTE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5/18' )4 �P l' . LAND 6116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENEDrOWS ',. • WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM QV(l ! L= ' • " . . r . J.13/16' LAMI IG: (1) UTE OF 1/8' OR 3/18' ANNEALED ( MIN.) GLASS, 3H 8" OR 1/4 AIRSPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX MEEPSAFE MAXIMUM PVB WTERLAYERT.* • ,., 1<.13118' LAMI IG: (1) LITE OF 1/8' OR 3!18' ANNEALED (MIN.) GLASS, 3118* OR 1/4' AIR SPACE AND 718' LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) UTE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3116' OR 114' MR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM MB INTERLAYER. 2. CONFIGURATIONS: {�,X ya, zgA 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HA8'NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858. FTG4859 AND FTL -5330. ELCO TEXTRON NIA: 04-0721.01,03 -0225.05 ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL • A8, THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUO2EMEN7'S OF THE FLORIDA BUILDING CODE, C4 fME..INIINQ) G THE HIGH VELOCITY eal HURRICANE ZONE (HVHZ). _ • • • • • ' GENERAL 1'IS " "'•� • • • • • . CHANGE TO ASTM E 1300-02 +� • • •46. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 13FTL -330 TO NOTES 7& CM NOTE TO CORREN7E01T. ADOAIR SPACE DM NOTE 1. TECH. REF. NOTE 78 NOTE 8. TetVa4LOGY DANE N0I411410.8. 14276 111 P.0.30x 1929 =(0 88. FL 34274 Visibly Better. •• ••• • • • • •• • • • 4127 -10 HR710 NTS • • • • • • • • ••• • • • • • • • •• • • • • 000 • • • 1'L NOA DRAWING MAP SHEET GENERAL NOTES .........1 GLAZING DETAILS..,..,,,,, 2 DESIGN PRESSURES.......3 ELEVATIONS.. _ .„ „ 4 VERT. SECTION5... . 5 HOI3LZ. SECTIONS.....„.,.., 6 ;PARTS ' E)S1 USIONS « , 7 6GQRNQR DETAIL............ 5 ANCHORAGE.._..._.____. 8 PRODUCT REVISED es ca:n,M7ing with rho Florida 8.411; 8 Cads Acw1"enca No 0 0 Fx:tlxtiaa Dma : /.?1C - •• L CIer9 F.E. PE 639712 C • $raauaal • • • • • • • • • • • •• •• ••• • • • 1/2' NOM. • GLASS BITE • 60,81,8 1/8 "ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER i ts• ANN.. D.QR HEAT STRENGTHENED GLASS 5/16" LAMINATED G;3. • 4 •- ,:. ;,. >,n. 4 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 178• ANNEALED OR HEAT STRENGTHENED GLASS 6/16' LAMINATED 6/16" OR'318" AIR SPACE 1/9" OR 3/10' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI 1G GLASS W/ 5/16" LAMI • fir NOM. GLASS SITE 3716" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR NFSTRENGTHENED GLASS THB" LAMINATE fi:: • 7/16" LAMINATED GLASS • •1 , '," • 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLIJTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS T718' LAMINATED 3/18' OR 1/4" AIR SPACE 1/8" or 3/18" ANNEALED (MIN.) te}t4 S% • • 1371 B" NOM. • 13/16" LAMI IG GLASS W/ 7/16" LAM • • • • ••. <] EXTERIOR INTERIOR (ALL SECTIONS) • • • •• • • •• • • ••• • • • PRODUCE REVISED ea eampl7ing with S.M.-Hs Back Code hat= s • • • • • • tee" F.K. w.aaes F.K. somep. F. Ouse e7: "w 4/18107 itierkbna B sirsIstrm A a�aey, J.J. a"e 10/17!08 :/19/06 X8/08 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIA TO LAMI IG DETAILS 9/11NB 1070 TECHNOLORY DRIVE NOKOMIS. FL 34236 . P.O. SOX 1626 NDKOMIS. P1.34274 edir Visibly Batter • •: • • • • GLAZING DETAILS : • ALUM. HORIZONTAL ROISER WINDOW, &timer S Serkelakt HR710 Beata II saw I beak" lagg Full 2 + 11 I 4127-10 C • • • • • 7J RajStt L. Clark, P.E PE 638712 Structural •• • • • • • •• • • • • • • • • • •• • • • • • • • • • •• S. • • • • • •• • • • • • • S. • • •• •• • • UP TO 111" -75.0 XOX,L1( ill ,413) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN C� tN WINDOWS W/ SAME DLO ARE 1" SMALLER) .74" UP TO 74" D,E,F, J,K,L -60.0 +59.5 -59.5 +53.6 -53.6 +75.0 WINDOW4IEIGHT ALL HEIGHTS UP TO TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW. GLASS WINDOW HEIGHT WIDTH TYPE • 26" 36" 38 318" 48" 50 518" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 65" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75:0 -75.0 72" A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ' +75.0 -75.0 54" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +69.6 -69,6 63" +75.0 -75.0 +70.2 -70.2 +65,2 -65,2 -75.0 Pl'O ' ..: r.EVISED 71g.sl. OD Floti4a CAW 0 7 -o8 ` ; •Dl 'tom• • • • • • • • • • •• A,B,G,H +75,0 75.0 +75.0 -75.0 +78.0 78.0 +78.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 +75.0 TYPE 84" A,B,G,H 96" A.B.G.H 106 3/8" A,B,G,H 108" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +50.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +58.8 -68.8 +56.2 -56.2 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 =51.7 / Robert L. Clark. P.E. PE 039712 aC illaatuna TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH 26" A. 5116" LAMI - (1/8" A, .090,1/8" A) B. 5/16"-LAMI - (1/8" A, .090,1/6" HS) C. 5/16" LAMI - 1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16 (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) wW BF O•b R,dWs FJG 4/18/07 C •0 INTEGRAL FTNOPTION& UPDATE MIME 1300-02 Oft 0. F.K . 2/28/06 J.J. 3/23/08 36" REVISE OP TABLES TO ASTM E 1300 -02 38 3/8" 48" GLASS TYPES: TEST REPORT FTL-4858 (X0)9, FTL -4859 (OX& XO) AND FTL -5330 AIR SPACE DIMENSION MASS TYPES O THRU L. WINDOW HEIGHT G. 13/16" LAMI 1G -118" OR 31..16"A, 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8 "A, .090,'5") • • • H. 13/16 LAMI 1G -1/8" OR 3/16"A, 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8 "A, .090,t1rHS) • I. 13/16" LAMI 1G -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .0900148 • J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI 1G -1/8" OR 3 /16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"A, .090, 3/i 6 "Hyl • L. 13/16" LAMI 10-1/8" OR 3/16"A, 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/161HS, .090 DESIGN PRESSURES : : : • 10701ECf NOl.00Y OWE NOXOLILR.FL 34275 P0 1431WMIS. 60 018" 54" El T_ Vulbb. Betur 60" 63" • • •• • • • • •• • • • • • • • • • • • • • • AL UM. HORIZONTAL ROLLER WINDOW, IMPACT WWJAM HMO NTS1 3 • 11 .127 -1 • • • • • • • • • ••• • • • • • • • • • • • • • 0. 0. • • • •• •• • • ••• • • • 273/8' MAX. DLO VENT FJC awae FJG 87318' MAX DLO ALL FIXED LITES 11 51,11R, FRAME 111• MAX. WIDTH FLANGE FRAM DETAIL 13 - XOX(YAP - 1 /4) 33 8/18' MAX DLO FIXED DLO VENT 54 5/16' MAX DLO FIXED 74' MAX. WIDTH FLANGE FRAME • A. • DETAIL A - OX OR ?CO 73' MAX WIDTH LF. FRAME --i CONS � 1 i w FJG 7/28/08 J.J. 323.98 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 83' MAX. FLANGE FRAME ALL CONFIG. MAX. - DLO ALL e • VENTS 62 MAX I.F. FRAME ALL CONFIG. TECHNOLOGY OWE NQ1 CWR. FL 34275 P.O. 1878 N OKOMIS. R.34214 NOTE: PA GT Visibly Barren Striefibea 27 318' MAX. DLO VENT 27 3/8• MAX. DLO FIXED r 0 -`, 44{ i`$ . - t 7 MAX WIDTH LF. x---88 7116' MAX 'YW„ID ��}j �L ,NGE FI(ILIE DETAIL C = XOX (1/3 -1/3 -113) SEALANT OR GASKET AT HEAD At 9..91L1: =. v 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ewe ea..e I000e11.. 1,F, FRAME 144710 NTS 4 « 11 4127 -10 C ••• • • • 1111• o D D B 117 // nce DI D. o n e... 1111 1111 • • • •• FLIW • • • • • VIEW D-I�' ®1111 •. • • • (FRAME CORNER CONSTRUCTION) • ••• • ••• ELEVATIONS • • • • • • rter • • • • • - • ALUM. HORIZONTAL ROL.IER W9NDOW!IIIIPACT Pt ,T) k:! RsYISED _ 3 with On Florida •acalloO .0 , Swag Dam F!1M1 _0 7 • • • Q • l q • • • • ••• • • • • • • • • • • • • 0110 • • • • • • • • • • • • • • • • •• • • • 0 • • rt L Clark. P.E. PE 139712 Structural ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • MAX HEIGHT FLANGE FRAME SECTION C-C A (VERTICAL SECTION, FLANGE FRAME) EXTERIOR 0 INTERIOR MAX. FRCED DLO �{ }+— MAX. FIXED DLO ----1 MAX. WIDTH (FLANGE FRAM% SECTION B - B (HORIZONTAL sECTION - xoX SHOWN WITH FLANGE FRAME) MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX; SHOWN WITH INTEGRAL FIP(,FRAME) SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)Q MAX. VENT DLO 4 0 ir ,H, INTERIOR • •• ••• •• • • • • •• HEAD ••• I'�?RAM E�& •• *(VERTICAL SECTor • f. PRODUCt REVISED as coLlyd;4ng with the Florida Code A,.,.r•,1rm D I R.rsd Pee WHrbc FX 4118177 C ADD INTEGRAL FIN FRAMA ITEMS 4142 AND 43 AND VIEWS. R.ne D.� FX 10/17178 B NO CHANCE THIS SHEET twesilac 8/13/08 A Rowe* a.oe FIC **er boa F.K 228/08 NO CHANGE T1 SHEEP ch,maar Psue J.J. 3/13/78 1070 TEIXINOLOOY ORIYE NOKOMIS. FL 34278 P.O. EQX 1129 NOKOM48,F1.34274 T V&lbiy Bu er SECTIONS • • •- ..e •' • ALUM. HORIZONTAL ROLLER (WINDOW, IMPACT Sekvikest FIRM aer Half 5 + 11 I 4127 -10 C • r r • (Robert L Clark, P.E. PE 839712 a. • 16 17 19 21 22 23 24 29 32 33 35 36 37 38 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 maw HYMN • DEsCRIPTIoN 6 7 4137 SILL ADAPTOR 8 4131 ROLLER TRACK 10 71298 15 1155 39 7070 BULB WEATHERSTRIP .187 X 275 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 4136 4139 • 4140 4141 1224 1225 4039 4044 4222 985 4067 CLASS A FLANCE FRAMEHEAD SASH STOP (STD.) (ANTI LIFT CUP) 118 X3/4 PH. PAN HEAD SASH STOP COVER(SASH STOP) FLANGE FRAME SILL WEEP HOLE COVER ADHES1VEOPEN cal FOAM PAD A FLANGE FRAMEJAMB GASKET FOR MAIN FRAME SILLJOINT #8X 1.000 WAD PN. SMS SCREEN ADAPTOR FIXED IVIMINGRAIL WSTP„.187 X.230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP„.250 X .270 BACK, FIN SEAL ROLLER.HOUSING& GUIDE BRASS ROLLER. WHEELS HORLzoNTALROLLERsAsH Tor GUIDE SASH mEETING RAIL WSW 170 X .270BACX, FIN SEAL SWEEP LATCH in X .625 PH. FL SMS SASH SIDE RAIL WSTP.,250 X .270 BACK, FE4 SEAL LIFT RAIL COVER CAP LE. FRANIE HEAD L.F. FRAME SILL 1.F. FRAME JAMB VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB B GLAZING BEAD - 5/16" A GLAZINGIIEAD -7116" chum B aADNGBEA,D - 5/16" Walla. xrr C GLAZ1NGBEAD - 7/16" W/GR1LL KIT GLAzING BEAD - 13/16" 5/16" LAMI (1/8" A, .090 pv13, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS). " 7/16" LAMI (3/16" A, .090 PV13, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" Hs) 7/16" LAMI (3/16" HS, .090 PV13,3/16" Hsi 4015107 C ADD ITEMS 41 42 443 tryx astft It.shrtr P.K. 10/17106 B NO CHANGEMIS SHEET Anal Bp Aft teaskax EX. 5/13431 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. rs taw PA 212303 41, 3123101 MAIL GLAzING sulcoNE, DoW 899.995 OREQUTVALENT PGTO 6063-T6 AL 612237 6063-T5 AL 612244 6063-T5 AL 7834AA 6063-T6AL 64136 6063-T6 AL 64137 6063-T6 AL 64131 POLYpROP. • 71298 6063-T6 AL 612225 6063-T6 AL 7PADI626 74134W/K 781PQA 6063-T5 AL 641100 6053HD-T6 AL 64054A 64066G 606345 , -,61n40 • BRASS:4:: POEYPRO; 6063RS 64006 DEE-CAST 71096 616830 • 421121113 • 7R1 WRL2 44188N 44:** 7858 6063-T5 AL 64126 61683(3 67070K 74078"C" L ORR 6063-T6AL - 64139 64140 6053-T6 AL 64141 6TP247W,K 6TP248X. 6063-T5 AL 64039B 6063 AL 644703 6063 AL 64222 6063-T5 Al. 6985 6063-T5 AL 64067 TECRIMUDOYDRIVII NoKOMLS. FL 34278 B9X 1329 NoicclMI$M. 3014 • ITEM DWG# DESCRIPTION MAIL 66 GLASS 13/16" LAMI IG-1/8°A,3/8"AIR SPACE, 5/16" LAMI (l/8"A, .090 67 " 13/16" IAM1 I0-1/8"A, 3/8" AIRSPACE, 5/16" LAMI (1/8"A, .090 PV13, 1/8" HS) 68 " 13/16" LAM110-1/8"A, 3/8" AIRSPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/811s) 69 " 13/16* LAMI IG-3/16"A, 5/16" AIR sPA U., 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LAM1 (1/8"A, .090 PVB, I/8"HS) 71 " 13/16" LAMI IC)-3/16"A, 5/16" AIRSPACE, 5/16" LAW (1/8"HS, .090 PVB, 1 / 8 "HS) A - A A 72: 13/16" LAMI R3-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " • 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMIR34/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16"Hs, .090 PvB, 3/16"Hs) 75 13/16" LAMI 1G-3/16"A, 3/16" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16°A) 76 13/16" LAW IC1-3/16"A, 3/16" AIR SPACE, 7/16" LAW (3/16"A, .090 PVB, 3/16"HS) 77 13/16" LAMI 1G-3/16"A, 3/16" Ant sPAcK 7/16" LAt .090 M (11 SCREIN CORNER.KEYWRING9 SCREEN CORNER KEY NWOUT RINGS SCREEN SPRING SCREEN SPLINE- .135 DIA . FOAM SCREEN SPLINE- .I35 DIA. HARD:. .„. • . POLYPROP. 404 Pvc :a.. PVC 90 1014 91 1630 92 1631 93 1073 94 1624 15 • 1635 96 cT Visibly Better SCREEN 7 • Z710 • ' • 71).i1:1 ;fr.' I.F. FRAME JAMB A #4141,6063-78 IMMO 2.82 OA H4138. 6063-T6 1.F. FRAME HEAD 3.102 NTSI 6 11 .062 • • • • • 1. • • • • awbow. 4127-10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2.710 (.1) ..141411:61563-76 • • • F. FRAME SILLI, • • • • • • • PARTS UST • • • • • • ALUM. HORIZONTAL ROLLER IMNDOVOIPAC PGIW PVB, 1/8"A) PRODUCTRIMSEn eanrydying with the Plaids Building Cede A OcapiRCKV No 0 Inaka, Data • • • V lc, • • • • •• • PE 139712 C girtscbasi • • • orii • • • • • • A • • • • • • • • • • • • • •• •• • ••• • • 1. 73 ow. F.K. 2/28/06 J.J. .878 062 0 FLANGE FRAME HEAD #4102A. 608348 .i • 1 . .490 i" — 7 ki 45 • SASH STO -- - 54025, 806345 3 - .062 • 1 -----7Tii`- i_ 1187 1—i.349•4 --4 1.081 k— C) SASH TO 04 P 133 & , B 60 0 53 7 T5 OM RAIL 0 SASH MTG. RAIL #40138D, 8083HS-T8 .050 0 GLAZING BEAD, 5/16" #4044B, 6063-T6 (USED W/ GRILL KIT) NO CHANGE THIS SHEET a NO CHANGE 77ES SHOT ot.taa. A NO CHANGE TH/E EVEET % 2 t; I 2.71 FLANGE FRAME SILL #4138.6083-11 .081 HORIZ. ROLLER TRACK 54131, 6063-T6 .050 1 0 GLAZING BEAD 7/16" 94222A, 6082-75 .678 1070 7ECHNOLOGY DRIVE MIXOSALS. FL UM ' P.O 130% NOKOIEE.F1.34274 .08 VisIb!y Oatier 3.890 0 FRAME SILL ADAPTER 64137.8063-76 1-1291.4 SASH SIRE RAIL #4128, 6063-75 t —1 1.115-1-■—■4 ® GLAZING BEAD, 7/16° NOBEIC,13083-T6 (USEP Vii GRILL KID .878 • .678 0 GLAZING BEAD, #40398. 606345 CD SASH STOP COVER 54063. 6083-76 T 1.383 .683 41: 1 -1-1---- 4 — in GLAZING BfeeetDIVI1E? VorP, golais • • • • • • • • • • • • • • .062 FLANGE FRAME JAMB #4002A. 608348 .738 EXTRUSIONS • • • • • • • 1 TN. • A • IP VT • • a a - / ALUM. HORIZONTAL ROLLER VVI IMPACT Saalledot pole Seat Dudek. 'em Ftat•arl L Clark, PE WHO I Half 7 a i 1 I 412740 .. . . ,,•p 6.• • Now, PE 139712 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Kit w.041 FJC r r. HEAD & SILL 1 +02 +1 +02 +1 2 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02+1 3 1 +0241 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1+02+1 2 1 +02+1 +03+1 3 1+02+1 *02 +1 1 +02 +1+02 +1 1 +02 +1 +02 +1 1+02 +1 +02 +1 1 +02 +2 +C2 +1 1 +02 +2 +02 +1 1+02+2+02+1 1+02+2 +02 +1 1 +02+2+02+1 1 +02 +2+02 +1 1 +02 +2+02 +1 1 +02 +2 +02 +1 1 +02+2 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +02+1 1+02+2+03+1 1 +02+3 +02 +1 1 +02+3+02 +1 1 +03+3+03+1 1 +03+3+03 +1 1 +03+3+03+1 1+02+3+2 +1 1 +02+3+02 +1 1402+3+02+1 1 +03+3+03+1 10)17'76 5/13108 HEAD & 801 1 +02+1+02 +1 2 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 2 1 +02+1+02+1 3 1 +02+1 +02+1 1+02 +1+02 +1 1 +02+1 +02+1 1 +02+1 +02+1 1 +02+1 +02+1 1+02+1+02 +1 1 +00+1 +02+1 1 +02+1+02+1 1+02+1 +02+1 1 +02+1 +02+1 1+02+2+02 +1 1 +02+2 +02+•1 1 +02+2+02+1 1+02 +2+02 +1 1 +02 +2+02+1 1 +02 +2 +102 +1 1+03 +2+02 +1 1+02+2+02+1 1+02+2+02 +1 1+02+2+02 +1 1+02 +2442+1 1 +02+2+02+1 1 +02 +2 +02+1 1 +02+2 +02+1 1 +02+2+02 +1 1+02+2+02+1 1 +02 +2 +02 +1 HEAD & SILL 1+02 +1 +02+1 2 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +C2+1 2 1 +02+1 +02+7 3 1 +02+1 +02 +1 1+02 +1 +L 1+02414$41 `e 1 +02 1 +02 +2 1 +02 +2+02 +1 1 +02+2+02+1 1 +02+2 +02 +1 1 +03+2 +02 +1 1 +02+2 +02+1 1 +02+2+02+1 1 +02+2 +02 +1 1 +02+2 +02+1 1 +03+2+03+1 1 +03+2+03+1 1+0343+0241 1+03 +3+03 +1 1 +2:3 +3+03 +1 1 +03+3+03+1 1 +C4 +3+04+1 1 +04+3+04 +1 1 +02 +3+02+1 1403+3+03+1 1 +03+3+03+1 1 +03+3+03+1 1 +04 +3+ t7 HEAD & Sal 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +(2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +c2+1 +02 +1 2 1 +02+1 +02+1 3 1+02+1 +02 +1 (( +'1 +02+1 } +1 +02 +1 1402+3+02+1 41;02 +2+02+1 1+C2t4t02 +1 1+02+402+1 1 +02 +2 +02 +1 1 +03+2+03+1 1+02 +2 +02+1 14002 +2 +02 +1 11-0242 +02 +1 1 +02+2+02+1 1 +03+2 +03+1 1 +03+2 +03+1 1+02 +3+02+1 1+03+3+03 +1 1 +03+3+03 +1 1+03+3+03+1 1+04+3+04 +1 1 +04 +3+04+1 1 +02 +3 +02+1 1 +03 +3+03+1 1 3+03+1 +03 +3+0`++1 1 +03+3+03 +1 3 1 +02+2 +02+1 3 1 +04+34.04+1 3 1 +04 +3 +04 +1 C UPDATE TABLE 4. SELECT VALUES OUETO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT. WO & SAL CLUSTERS D SPACEDIMENSIONS GLASS TYPES 0 THRU L HEAD & SlU. g 1 +02+1 +02 +1 2 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 + +02+1 3 1 +02 +1 +02 +1 3 1+02+1+0241 2 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 1+02 +1 +02+1 1 +02+1 +02+1 1 +02 +1 +02 +1 1+02 +2 +02+1 1+02+2 +02 +1 1+02 +2 +02+1 1+02 +2 +02 +1 1 +02+2+02 +1 1+02+2+02+1 1 +02 +2+02 +1 1 +02+2+02 +1 1+02+2+02 +1 1+(2+2+(2+1 1 +02 +2+02+1 1 +02+2+02+1 1+02+3+02+1 1 +02 +3 +C2+1 1 +03+3+03+1 1 +03 +3+03+1 1 +03+3+03+1 1+04 *3 +04 +1 1 +02 +3+02 +1 1 +03+ t7 HEAD & SILL 1 +02+1+02 +1 2 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 31 1 +03+1 +03+1 3 1 +02+2 +02+1 2 1 +02 +2 +02 +1 3 1 +03+3+03 +1 1404 +3+04+1 1 +02+3+02 +1 K K _ 1 +03+3 +03+1 3 1 +03+4 +03+1 Q 1+04+4+04+1E1 1+03 +3+03+1 1 +C2 +2+02+1 1+02 +2+02+1 1+03+2+03 +1 1 +03 +2 +03+1 1 +02+2+02 +1 1 +02+2+02+1 1 +02+2+02 +1 1+03+2+03+1 1 +03+2+03+1 1 +03+2+03+1 1+02 +3 +02 +1 1 +03 +3+03+1 1 +03+3 +03+1 1 +C4 +3+01+1 1 +04 +3+04+1 1 +04 +3+04 +1 1 +02+4 +02+1 1 +C3+4+C3 +1 1+03+4 +03+1 1 +04+4 +04 +1 1+04 +4 +04+1 1+05+4+05+1 1 +02+4 +02 +1 ANCHOR QUANTITIES, XOX (114 - 112 -1/4) WINDOWS ANCHOR TYPE & SUBSTRATE WINDOW SI28 w Y H 53.1252 38.375 48.000 60.825 54.000 60.000 83.000 60.000x 38.375 48.000 80.825 84.800 80.000 63.000 74.000 x 38.375 48.000 50.825 64.000 60.000 63.000 84.000x 38.376 46.000 50.825 54.000 80.000 83.000 108.375 38.375 48.000 80.825 54.000 60.000 63.000 2.3. WOOD GLASS TYPES AB,GG,H.I 2, CONC 1, CONC 2,3, WOOD GLASS TYPES D,E,F,J,K,L 4 2, CONC TABLE4 1,0X1NC NOTES: 1. i. 1/4" ELCO TAPCONS D. 7116" LAMI - 3/18" 090 1 , 111.0002 38.375 48.000 50.625 64.000 mow 63.000 Wrack FJC 4/16117 J.J. 0328 1 +01+3 +04+1 3 1 +05+4405+1 4 1070120480000Y MINE NOK0418.PL342/8 P.O. X 1828 NOKOMM. FL 81274 3. Vwbty Beier A. 5/16' LAMI - (116' A,.090,1/8' A) 8. 6/16" LAMI ,(1/8"A,.090,118" HS) .3/16' HS) F. 7/18" I.AMI - (3116" HS,.090, 3/18" HS) 0.13/16' LAMI 10 -1/8" OR 3/18" A, 5/16" OR 3/8" SPACE. 5/16" LAMI - H. 13/1 6" LAMI IG -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/18" LAMI • I. 13/16' LAMI IG -1/8" OR 3/16• A, 5/16' OR 3/8" SPACE, 6/16 LAMI - J. 13/16" LAMI 10 -1/8" OR 3/16' A, 3/16" OR 114" SPACE, 7/16" LAMI 1C. 13116" LAMI IG -1/8" OR 3/16" A. 3/18" OR 1/4" SPACE, 7118" LAMI - L 13/16" LAMI IG - 1/8' OR 3/18" A. 3/16" OR 1/4" SPACE. 7/16" LAMI WINDOW ANCHOR OUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EEACCI(SIOI OF .MEETING RAIL CENTERLINE. 263/4" MAX. FRQ JI.CORNERS: JAMBS: 9" MAX. PROM CORNERS 221/2' MAX.0.C. T ABLE KEY: • ' ~ X 2 X p•••: .. '.z (1 +03+ 4+03+1) 3 1* --ANCHOR Ql/AN11TY PER JAMB 28 3/4" max. ---I 1 3" MIN. L IL 1 I 9" REF. • ELCO SS4 CRETE -FLEX 3 -812 STEEL SCREWS (G6) HEAD AND SIU. ANCHOR'QUANTITY. A CLUSTER OF (3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 L 1 1 1 2 l .� MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 253/4'MAX •• ••• • • • • • 11/2* TIP. 1 -•--3' MIN, 1111 1 1 P t<. is •• MTG. RAIL, TYP. EXAMPLE CLUSTER L�I/Ql .euF (4).4 I • •• • Dade • ••• • • • • • • • • •• ANCHORAGE SPAt31Na, XCOF (174- A -1/4� • 1 • ra, • . • • • . • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aar,na,ere da+e a4 ( x,. HR770 l NTS 8 + 11 1 41.27 - -f0 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (1/8" A..090.1/8" A) (1/8" A..090. 1/8" HS) (1/6 „090.1/8" HS) (3/16" A,.090, 3/16' A) (3/18" A,.090, 3116" HS) - (3/18" HS,.090, 3/18• Hs) M EEER:I' REVISED m curt.;.,;100 with dte Rodde C'. 11; ba1105 mo 7l' •(l 410 Robed L Clark, P.E. PE 638712 Structural ANCHOR QUANTITIES, XOX (1131/3 -1/3) WINDOWS TABLE 6 ANCHOR TYPE a SUBSTRATE WINDOW SIZE w v u 48.000 x 38.376 48.000 50.625 54.000 50.000 83.000 53.128x 98.378 48.000 50.625 04.000 80.000 63.000 80.000x 38.375 48.000 80.825 54.000 80.000 83.000 66.000x 38.375 48.000 50.628 64.E 50.000 63.000 74.030 x 38.375 48.000 60.625 64.000 80.000 63.000 84.030x 38.396 48.000 50.825 54.000 6a000 63.0 68.437 x 38.375 48.000 50.625 54.000 60.000 63 .000 OLASS A,B,G,H GLASS TYPES C.D,E.F.LJ,K, L 2,3, WOOD 2 CONG 1. CONC Z3, WOOD r 2, :ANC ZONES ZONES ZONES ZONES a) H HEAD a SILL HEAD a BILL HEAD a sILL HEAD a SILL 1 +02 +1 +02+1 2 1+02+1 +02+1 21+02+1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02 +1 +02+1 3 1+02 +1+02 +1 3 1+02+1+02+1 3 1 +02+1+0 +1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1+02+1 3 1 1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1+C2 +1 3 1+02+1+02 +1 3 1+02 +1+02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1 +02 +1 3 4/ 15/07 1+02 +1*02 +1 2 1 +02+1+02+1 2 1 +02+1 +02 +1 2 1402+1 +02 +1 2 10117/18 Orly B/13/08 Dare 7/28/08 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +0.2+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +C2+1 3 1 +0 +1 + 02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02+1 +02 +1 ©1 +02+1 +02+1 ©1 +02 +1 +02 +1 w 3 1+02+1 +02+4 1: {1 +t2 +1 1 +02+1 +02++1 1+02 +1 +132 +1 1+•02 +1 +02+1 1+02 +1 +132+1 2 1 +02+1+02 +1 2 3 1 +02 +1+.2 +1 3 3 e 2 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 8 1 +CZ +t +0 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1+02+1Kx +1 3 1+03+1 +03 +1 3 1 +02 +1+02+1 3 1 +03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1+02+1 2 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1+02+1 3 1 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 1+03+1 +02+•1 3 1 1 +02•+1 +02 +1 3 14-02+1+02+1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 1 1 +02+1 +02+1 3 1 +03.1+03 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +02+4 3 4 1 +03+1 +03+1 3 140341 +03+1 3 1 +02 +1+02 +1 3 1.02 3 1 1 +02 +1 +(2 +1 2 1 +028.1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1+02 +1 2 1 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1+02+1 +02 +1 3 1 +03+1 +03+1 3 1 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 +1 02 1 +03+1 +03+1 3 3 1+02 +1 +•1 1+02 +1 +C: 1•,t 3 1+02+ 1+02+1 +02 +1 3 1;+021, +'`2, +1 1,.0`2+4 +02+1 1 +02+1 +02 +1 1+ +132 +1 1 +02+1 +02+1 1 +02 +1 +02 +1 1+02+1+02+1 1+02+1 +02+ 1 +02 +1 +02+ 1+02+1+02+1 1+02+1+02+1 1+02+1+02+1 3 1+02 +1 +C4t1 :3' 1+02 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +132 +1 +132+1 1 +02 +1 +02+1 1 +02+1 +02+1 1 +02+1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1+02+1 +02 +1 anOmm 0 c p..nxm B lVrlrmc A r8., ked& J.J. 3 :2 3 3 3 1 +02 +1 +02 +1 • 1 +02+1 +02+1© 1+02 +1 +02 +1 2 1+02+11 1 +03+1 +03+1 3 1+03+1+03+1 3 .x .c 2 1 +02+1+02 +1 3 3 1+02 +1+02 +1 1 +02 +1 +02 +1 1+02+1+02+1 1 +02+1 +02 +1 1 +02 +1+02+1 1 +02+1 +02 +1 1 +02 +1 +02+1 1 +02 +4 +132 +1 1 +(2 +1 +0241 1 +03 +1+03 +1 1 +03+1 +03+1 1 +02+•1 +03+1 3 1 +02+1+02+1 3 3 1 +02 +1 +02+1 3 3 9 1 +03+1+03+1 3 3 3 1+03+1 +03 +1 4 1 +03 +1 +03 +1 3 © 3 1 +03 +1 +03 +1 4 1+02 +1+02 +1 © 1 +02 +1+02+1. 1 +02+1 +02+1 1+02 +1 +02 +1 1 +02+1+02 +1 Q 1 +02+1 +02 +1 ® 3 1+02+1+02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1+03+•1+2+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 +03+1 +03+1 4 1 +0 3 +1 +0 3 +1 3 1+02 +1 +02+1 3' 1 +03+1+03+1 3 1 +03 +1 +0 3 +1 4 11PDAT8 7ABLE8. SELECTYALUESODU TOANCHOR GAP. AOJ. REVISSAUONORAOEFORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L 323108 l ZONES HEAD a 811.1. 1 +c2 +1 +02 +1 1 +132 +1+02 +1 1+02 +1 +02 +1 1 +02 +1 +02 +1 1 +132 +1 +02 +1 1 +02++1 +02 +1 1+02 +1 +02+1 1 +02 +1 +02 +1 1 +02+1 +02 +1 1+02+1 +02 +1 1 +02 +1 +02 +1 1+02+1+132 +1 1 +02 +1 +02 +1 2 3 3 3 3 3 2 3 3 1, CONC ZONES 3 3 3 HEAD a BILL 2 1+02+1+02+1 1 0 �:1:1]` 1 1 +02+1 +132 +1 1+02+1 +02+1 1+02 +1 +02 +1 1 +03+1 +03+1 1 +12 +1402 +1 1+02 +1+02 +1 1 +02 +1+02 +1 1 +02 +1+02 +1 1+02+1 +02+1 1+03+1 +02+1 1+02+1+02 +1 1+02 +1 +02+1 1 +02 +1 +02 +1 1 +02+1+02 +1 1 +(18.1+03+1 1+C3+1+03+1 1 +03+1+03+1 1 1 1 + 02 + + 02 + 14(2+•1+02+1 1 +02 +1 +02+1 4+03 +1 +03+1 1+03+1+03+1 3 2 3 3 3 3 1070 THQMOL00Y 01186 N01cc S.FL3ru5 908 X 11179 NOIC0.f18 FL 34274 0n 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 1 +03+1 +03+� 1 +03+1 +03 +1 1+02+1 +02 +1 1409+1 •03+1 1 *03+1 +03+1 1+03+1 +03+1 1+03+1 +03+1 1 +04 +1 +04 +1 1+02+1 +02+1 1+03+1 +03 +1 1+03+1 +03 +1 1+02 +1 +02 +1 1+04 +1 +04+1 1 +04 +1+04 +1 d 2 3 3 3 4 2 3 3 3 4 4 T Vht61y Batter NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (015) 2. GLASS TYPES: A. 6/18' LAMI - (118' A,.090.1/8" A) B. 5/16" LAMI - (1/8' A,.090.118' HS) C. 5/16' LAMI - (1/8' HS „050,1/8" HS) D. 7/18' LAMI - (3/18' A,.000, 3/16' A) E. 7/16' LAMI - (3118' A..090, 3/16' HS) F. 7/16" LAMI • (3118" HS..090. 3116" HS) (3.13/16' LAMI IG -1/8" OR 3 /18' A, 5/16' OR 318" SPACE, 5/18" LAMI • (1/8" A,.090,1/8" A) H. 13116' LAMI 1G - 1/8' OR 3/18' A, 5/18' OR 3/8' SPACE, 5/1 6' LAM( - (1/8'.0„090,118' HS) 1. 13/18' LAMI IG • 1/8' OR 3/18' A, 8/16" OR 3/8' SPACE, 5/16' LAMI - (1/5" HS „080,1/8' HS) J. 13/18' LAMI 10 -118' OR 3/18' A, 3/16" OR 114' SPACE, 7 /16' LAMI - (3/16" A„090, 3116' A) K 13116' LAMI IG - 1/8' OR 3118' A. 3/18' OR 114• SPACE, 7/1 8' LAMI - (3/143'.0„090, 3/16" HS) M! L 13/16' LAMI 10- 118' OR 3116' A. 3/16' OR 1/4' SPACE. 7/1 6' LA- (3116' HS „080,3/1 Rs) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, HEAD.$191LC; 101/2` MAX. ON EACH 810E OF MEETING RAIL CENTERLINE r er g y " 2$ 3/4' MAX. FROM CORNERS 4 . JIr 83: B' MAX. FROM CORNERS AND 221/2" MAX. O.C. 1,,- +,.1,+C,3+1 +0 3 +11 3 1•-- ANCHOR QUANTITY PER JAMB ,.,:g Via:`•:" {� • 181710 rNTS HEAD AND SILL ANCHOR QUANTITIES A CLUSTER (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 25 3/4' MAX. � •-'-( 1• ---3" MIN. t 1 1 t. t 1 1 REF. O MTG. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 253/4" MAX. • • • • • • • • tit TYP. 1-+-3 IN. • • • • • Dado Produel D rI,n 4 • • e • • • e • • • • •• • MP • • • • •• MTG. RAIL. TYP. EXALE CLUSTER �dI2 S F (4)w NCIS • • ANCHORAGE SPAOIING, Xdx (173 -1t -1/3; • • •• • 0/7 • 4' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • 4, PRODUCT REVISED as camp:>•0nwithal* Ftattda Buidnnn +++ 1.+No ea 0 =( I E_. ... Data i F4IP 0 11 . Robed Malt,P.E. 8 6 14 . PE 63372 9 d 11 4127 -10 C 8lruah0al • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• ••, • • • • •• • • • • •• • • 46.000 X 30.373 45.000 50.025 ,Isito •` :et ., 54.000 •X . • 60.000 • ;4q $� ) y O. .. Y � ...ss , 63.000 123 + 125 x 38.375 • 48.000 50.625 . e 54.000 00.000 63.000 80.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 ©1 +tom +1 1 +02 +1 ©1 +C2 +1 1 ' t4 1 +02 +1 1 +C2 +1 1+03 +1 1 +C2 +1 1+ + 1 +C3 +1 1 +C2 +1 1 +C2+1 1+ +1 1 +C2 +1 1 +C .[ 1+C3+1 1 +C3 +1 1 +02 +1 1 +C3 +1 1+C3 +1 1 +C2+1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C3+1 1+C3 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +C4 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 1 +02 +1 1 +C2 +1 2 +C2 +2 1 +C2 +1 1 +C2 +1 2 +C2 +2 1 +02 +1 1 +(2 +1 2+C3 +2 1 +C2 +1 1 +C2 +1 2 +C3+2 1+C3 +1 1 +C2 +1 2 +C3+2 1 +C3+1 1 +C2 2 +C3 +2 111 1+C2+1 2+C3+2 1 +C3 +1 1 +C2 +1 2 +C3 +2 1 +C3+1 2 +C4 +2 1 +C3 +1 1 +C3 +1 N 2+04+2N 1 +C3 +1 2 +04 +2 1+C3 +1 1 +C3 +1 2 +C4 +2 1 +62 +1 2 +02 +2 LI 2 +02 +2 1 +02 +1 2+02 +2 1+02+1 2 +03+2 2+02 +2 1 +C2 +1II 2+03+2 2 +03 +2 1 +C2 +1 © 2 +03+2 2+C3+2 0 1 +C2+1 2 +C3 +2 11 1 +C2 +1 2 +C3 +2 2 +q +2 1 +C2 +1 2+03+2 1 +03+1 2+04 +2 2 +03 +2 1 +03 +1 2 +C4 +2 1 +C3 +1 2 +04+2 2+C3 +2 1 + C3 +1 +C4+2 2 +02 +2 2+02 +2 2 +C2 +2 © 2 +02 +2 Q 2 +(2 +2 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2+C2 +2 2 +C3 +2 2 +03 +2 1 +03 +1 2 +02 +2 66.000 x 38.375 48.000 60.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 2 +C2 +2 2 +C2+2 2 +C3+2 1 +C3 +1 1 +C3+1 3 3 3 3 3 2 +C3 +2 2 +03 +2 2 +C4 +2 2 +04+2 2+0.4 +2 + +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 Pram to Oar Rarblonc F.K. 4115/07 O CHG. TABLES TO B. & SELECT VALUES DUE TO ANCHOR CAP. REVISE ANCHORAGE FORMAT HEAD & SILL CLUSTERS ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE WINDOW SIZE W v H _ 37.000 x 38.375 ' 48.000 50.625 54.000 . 60.000 63.000 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES GLASS TYPES A,B GLASS TYPES C,D,E,F,1 L 1 +02 +1 2 1 +02 +1 2 1 +02+1 2 1 +62+1 2 1.02 +1 2 1 +02+1 2 1 +02 +1 3 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1 +62 +1 3 1 +02+1 3 1 +02 +1 2 1 +02+1 2 1+02 +1 1+62 +1 3 1+02+1 3 1 +02+1 1+C2 +1 3 1 +02 +1 3 1 +C3 +1 1 +C2 +1 3 1 +62 +1 3 1 +C3 +1 2 1+62 +1 2 1 +62+1 .2 1 +62 +1 2 3 1 +62 +1 3 1 +62 +1 3 1 +62 +1 3 3 1 +62 +1 3 1 +02 +1 3 1 +63+1 3 3 1 +C3+1 3 1± 3 1 +C3 +1 3 1 +62 +1 3 1 +C3+1 3 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 3 2 +04 +2 4 2 +C3 +2 3 2 +C4 +2 4 FJG ?/WSNB J.J. 3/231013 ADD SPACE DIMENSIONS 70 GLASSTYPEBG 7HRU L. 2 +C3 +2 '4 2 +C4 +2 5 tom TECHNOLOGY ORNM NOKOMIS. F1.3473 PA. BOX 1529 NOKOM S. N.34274 NOTES: 1. ANCHOR TYPES: 090, 3116' HS) F. 7/16' LAMI - (3M8" H8,.090, 3/16" HS) 0.13/18' LAM 10 - 1/8' oR 3/16• A, 5/18" OR 3/8' SPACE, 5/16' LAMI - (1/8' A,.o90,1/8` A) H. 13/ 16 'LAMI10- 115'OR3M8' BM* ORWs' SPACE ,S /10' LAMI - (1/8'A,.050,1/8' HS) 1. 13/16" LAMI IQ -1/8' OR 3/16" A, Gil 6 3/6' SPACE, 8118" LAMI - (1/8' HS,.090,1 /8• HS) ./.13/18" LAM! IQ - 1/8' OR 3/16' A, 3/18* OR 1/4" SPACE, 7/16• LAMI - (3118' A,.090, 3/18' A) K.13/16" LAMI 10 - 118 3/16' A, 3/16' OR 1/4" SPACE, 7/16• LAMI - (3/16" A..090. 3/18• HS) L 13/18" LAMI 10 1/8 3/15" A, 3/18' OR 114' SPACE, 7/16' LAMI (3116" HST, 316' NS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TAOL6. TABLE KEY: V1a/bty Batter TYPES: A. 5/16' LAMI - (1/8' A .090,1/8" A) B. 8/18" LAMI - (1/8' A,.090, 1/8" HS) S) HEAD & SILL: 10 12' MAX. ON EACH SIDE OF MEETING RAIL 0EN'[@RL• WE.; .. 18 314' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 2212' MAX O • -e • • 1/4' ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (05) 3 QUANTITY PER JAS 1 (3' MIN. 0.C. ANCHOR SPACING) • }IEAO AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 3/4' MAX. l ""I )+-3' MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8 3/4' MAX. -+ - ,f112.1 n • • • • - Ir3• MIN. • • • • • • HR7io 1 NTS 10 + 11 f 4127 -10 • • • •• • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • C • 9' REF. 1 MTG. RAB. EXAMPLE CLUSTER W1 t),YlQF (4) AINCCC-IOR9 • • • • • • • ANCHORAGE SPIP4G, QX AND IAD WfID • • ALUM. HORIZONTAL WNJL)t % /JAPACT • •• • • • • • • • • • • • • • •• •• moot= 'avow escaupl•,•5. "nilbtheF1adde Building Co:: Am'pt2IcC Ho . .: S, Baptsaden Data E 3 '� 1 .1 Sp 11!. M : Dadu ?mina .417 Ian • • • • • •• of • - P.obati L mete. P.B. P8 839712 Structural 'FY 4 • •T•' Fr -r. 1,& - `A'r -. _ • ti. 3r' .p r, FRAME CHG. '•TE6 'C AM:9 TEO7ROM' MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 W000 ANCHOR, NOTE2 1314' MIN. 114' MAX. SHIM CONCRETE . ANCHOR. ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPFCAL FLANGE FRAME HEA 2x WOOD BUCK, NOTE 3 DETAIL E 114" MAX SHIM REVISE EDGE D1ST:. EMBEDMENDB SHT: REFERENCE$ 400 NOTES 114" MAX. SHIM mcw RoxIda Aar Ow:a No • • • • •• • • 1 FJG 228+08 J•J• 9/23 E.Q. WOOD BUCK. NOTE 3 • . OT GK. DETAIL D NGE FRAME SILL SECTIONS NOTES: 1. FOR CONCRETE APPUCATIONS N MIAMI -DADE COUNTY. USE ONLY MIAMI -DARE COUNTY APPROVED 114' ELCO 1318" £ TAPCONS EMBEDED 1 318" MIN. OR 114" 884 CRETE -FLEX EMBEDED 1 314• MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE 191314'. FLATHEAD ANCHORS MUST BE 612 TRIMFIT HEAD. 1 114 MIN. i (1.5 SKSI CMU) ±s PER NOTE 1 ..' • ' (SA KSI CONC 1 : 1 314" FJ SIU D AILS A EXTERI e INTERIOR E D (H & ' B. C.D. & H) TYP. WOOD ANCHOR NOTE 2 1/4' MAX. SHIM 2. FOR WOOD APPLICATIONS IN MIAMI - DADE COUNTY. USE #12 STEEL. SCREWS (06) OR 114' SS4 CRETE -FLEX WITH al 012 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1.ES9 THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112 THICK oR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHoRtra HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083•T$ AND A MINIMUM OF 1B' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 612 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. CURRENT NTERIOR DETAILS E. F $1) EXTERIOR SEE NAIUNG NOKOMIS, Ft. MTN viably B4ttar DETAIL H (HEAD2 NAILING .131 DIA. MIN. x 2112' NAIL A T GARNERS AND 5' O.G. TYPICALDI:TAILS G. H .11. , _ • • • • • • • •• ••• • • • •• • DETAIL G (SILL) A DETAIL 1(JAMB) [� TYPICAL INTEGRAL FIN$ ,AM SECTjNIS • • I010TEQINOLCGTORM r ,tea NOxG6U9,iRaQ7D P.O Ma _ ALUM. HORIZONTAL OLL R WIN IM IM ACT IC HRy10 I HoJf 111 f 11 1 4127 - -10 ••• • • • • ••• • • • • • • • • • • . • s • ••• • • • • • • • • • • • • • •. •• •• • • • •• •• ••• • • • ••• • • Robert L Clark, P.E PE 938712 Stnrcaaral MIAM �" ► (\ ru , r . � AtE1AIfE£� MIAMI DARE COUNTY, Ftgg. BUILDING CODE COMPLIANCE OFFICE 01 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE' PGT Industries SCYWE: 1070 Tedumlogy Drive f4 .rr Nokomis, FL 34275 a 4 T, , n 1 • y „ _ 4 10pT Ole- • • �' i •.• This NOA is being issued under the ap wad 'wrs #evert ' the a of nsuuctioo materials. The documentation submitted, ,s been review toy lv amiDade Omni • .. L. 'Control Division and accepted by the Bird of Rules and Appeals (BORA) to be used m Ibis NOA shall not be valid after the frdirl* U N A 1;� ; where allowed by the AuAuthority Having CCtion ( i)i - /C -/o / , .r: k .. i • ,,; � k k expar�n date stated below. The ; � - Control Division Division (In Miami Dade County) and/or the AHJ (in areas ear 4.R i i= Dade County) move the right to have this product or material tested for quality asmnance purposes. If this product or material Inds to perform in the accepted mummer, the manufacturer will incur the expense of such testing and the AHJ may inmiediately revoke, modify, or suspend tbe use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance if it is determined by Miami Dade Coady Product Control Division that this product or material fails to =et the requirements of the applicable building code. This product is approved as desert' bed herein, and bas begin designed to comply with the Florida Building C' • _ includin: the Hugh Velocity Hurricane Zone. NEETBO-DADEiPaiiiilittUTLDE40 140 LA , SLINZ 163 4, ' )1W4PRPRVA 331301E50, 1 375 -290k POE 0 § • • mu a -T1' )j 4141'.a 'i illk: 1� atc _ Window, lrnpact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.H. . bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by tlx Miami-Dade County Product Control Division. MFSSILE IMPACT RATING: Large and well Alm Impact Resistant LABELING: Bach unit shall bear a permanent label wdth the manufactures name or logo, city, state and following statement "Dann-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be conaide ed after a renewal application has ben filet and there has been no change is the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there bas been a revision or change in the materials, use, and/or manufacture of the product or pates. Misuse of this NOA as an endorsement of any product for sales, advertising or any outer 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, than. . 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 distnibutars and shall be available for *Wien at the jet, site at the request of the Building Official. This NOA revises NOA #05-1018.01 and consists of this page I and evidence pages B-1, E-2 and L-3. as well as approval document mentioned above. The submitted documentation was reviewed by Manuni Perez, P.E. NOANo. 07. 0322.06 Esplration DM= March 23, 2011 Appteval Date: June 07, 2007 PageI PGT Industries • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTC 0000 • •••• •• • • A. DRAWINGS • 0000 • • 1. Manufacturer's die drawings and sections. • • • • • • ! • 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Si ng ' flung Wil dc1t0, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manpfactujer,. signed and sealed by Robert L. Clark, P.E. • . • • • •• • •••• •• • • • • •• • • • • • • • • • • •' • • •••• • • • B. TESTS •••• 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per 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, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 !ALL Manuel Pe Product Control ∎ er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries • • • • • • • • •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBM1r11 ff .. • • . •• • • • • • •••• •• • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per 1 TAS 2V-90, ; • • 3) Water Resistance Test, per FBC, TAS 202 -94 4 ' . " • •• •• • • 4) Small Missile Impact Test per FBC, TAS 201 -T4 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, per FBC 3603.2 (b) and TAS'202J94 •••••• • • along with marked -up drawings and installation diagram of an Aluminum Single flung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Pe Aiih Product Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -3 • • • .. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' • . • •. • • • - -•... •• • • • •••• •• • 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per 1 BO 202'94• 2) Large Missile Impact Test per FBC, TAS 201 -94'; • •; • • • 3) Cyclic Wind Pressure Loading per FBC, TAS x'3-9$ •• •• along with marked -up drawings and installation diagram of an Alpminur Single liung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Relit Vie. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E..... (Submitted under previous NOA #05- 1018.01) •••• 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. O 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. 0 '/ . f P.E. Product Conti. , ' , er NOA No. • � •22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • • • • • • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED G _._ S WITH AN .090 DUPONT BUTA . 1 • o .1 EPSAFE MAXIMUM ' 4: !1 RLAYER ►i•i161 c�rnyncra• ral •11w'[e /2e471Lh1Yy!f41sir -V-1 1 . s r 11 1•�1 0.7.111 •' sy 1 1 . • EALED GLASS D OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI 13: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116" LAMI 13: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I. 13/16' LAMI 13: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13118' LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS. AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/18' LAMI 13: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) n 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) [� A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 8. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL4845, FTL -4848, FTL -4647, FTL- 4648, FTL- 4649, FTL- 4650, FTL-4651, FTL-4723. FTL -4957, FTL-4958 AND FTL -5083. ANSUAFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION 811700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). •• ••• • • • • • • • •• • • • • • • • ••• • • • • FJC 1V1388 8 Rwtdby 0'Yr paddlsc FJC 1/24108 A 00000 2.14 26.0242x FJC 9/1/05 J.J. CHANGE NOTES 3 & 7. ADD NOTE 9. ADD AMASS TYPE 70 NOTE 1. GLAZING OPTIONS ADD FTL4723TO NOTE 7. 223107 1070lECHNOLOGY DRIVE NOKOWS, FL 94275 P.O. BQX 1578 NOK0408, FL 34274 PST Vts/My Rester GENERAL NOTE$ • • • ; • • AL UM. SINGLE H(Nt W%NDOW, IMPACT' • 00.0+2 0le • • m2vM' • • a° 671700 NTS 1 • a 11 • 4U1 -20 • B • ••• • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 • • • • 1/4-Z • • ▪ • Rated L hark, F'.E. • • •• PE #197•12 • • Structural • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• Oate 11Hffi06 Date 1/24078 8 kwitne A F.K ready- F.K Dam y- Otte F.K 9/1/05 Ciaerdy J.J. 1/2' NOM. GLASS BITE tr 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 8/18' NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116' LAMINATED AIR SPACE 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/18" NOM. ADD 1TEk192 TO 515 LAM Lo. GLASS (AA,A)d LAM 10NOTE NO CHANGE THIS SHEET trag 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, 8.34271 P.O. BOX 1528 NOKOMIS, FL 34274 6:E 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE r - 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED • • ••• • • AIR SPACE • 1/8° HEAT STRENGTHENED GLA • - 13/18" NOM. • 13/16" LAMI IG GLASS W/ 7/16" LAM • ••• • • • PGT Visibly Better ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18' WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR (ALL SECTIONS) • • D •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 0 • • • • • • • • 00 • • • 0 • • • GLAZING DETAILS • •• ••• •• ••• � ALUM. SINGLE Hirt W JOOW,1MPAE • • • • ° L Clark, P.E. asusawe ere a,..s • • twwppwn . - - wsw • • • • PE #39712 . S717X Full 2 > 11 464b_20 • 8 • • stmmi GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8 "A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1l8 "A,.090,1 /8"HS) F114647, 4648 ..:n, 8 "HS) FTL-4647, 4648 D. 7/18" LAMI- (3/16 "A,.090, 3118 "A) FTL -4845, 4885 - ,..,:.gn c • .090 3/18" FTL-4645 __ F. 7/16" LAMI - (3/16 "HS,.090, 3/16 "HS) FTL-4645 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/WA,.090,1/8"A) FTL -4646, 4723 H. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL-4646 I. 13/16° LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1 /8 "HS) FTL-4646 J. 13/16° LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°A) F1L- 4649, 4650 K. 13(16" LAMI 1G - 118 "HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"HS) FTL- 4649, 4650, 4958 L 13/16" LAMI IG - 1/81-IS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/1611S) FTL-4649, 4650 M. 13/16" LAMI 1G - 1/8"A, AIR SPACE, 5/16" LAMI - (1 /8 "A,.090, 1/8"A) _ FTL -5063 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 6/8" 63" 72" 74" 76" 48" A,B,M� +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.8 53 1/6" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 66.7 +85.5 -655.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT GLASS TYPE 63" 66" 68" 70" WIDTH 72" TABLE 1. 74" 78" 50" 62" C UP TO 631/8 A,B,M +80.0 A,B,M ® +80.0 A,B,M ® +80.0 C,D,E,F,G,H,I,J, +80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 NTEG 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38° MAXIMUM.® fM08F dim mBF dda0z FJC 11/1398 Madan 070 TECHNOLOGY DRNE 8 REWSED CUSTOM FORMATDPI ADD IN FAH. UPDATE TEST NOS NORM% 8. 942/5 UPDATE TOASMUE 190632 MAOV5 $ P VIEW SASNHT REF, TABLE 2. Reed BV 04. Radda,c FJC U24A16 A ADD F7L -4T23TO GLASS TYPES A AND G. P. BOX 1828 NORMA FL 84274 Pan BF 0°1" tbolod BF DYE FJC 9/1105 J.J. 212397 +80.0 +80.0 +78.8 -80.0 -80.0 -78.8 +80.0 +80.0 +77.3 PG -80.0 -80.0 -77.3 Vosatiker Saieeloft SH700 +80.0 +79.0 +75.9 -80.0 -79.0 -75.9 A,B,M ® +80.0 -60.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53118" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" +80.0 1 - 80.0 22 11/16" +80.0 1 -80.0 28 3/16" +80.0 -80.0 33 3/4" +80.0 -80.0 39 5/16" +70.0 1 - 70.0 44 13/16" 60 3/8" 55 18116" +70.0 j -70.0 +70.0 1 -70.0 I +70.0 -70.0 w T W HT. I • • • WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. Ni:4AT riES;GN• ES ARE UNEFFECTED. • • • • DESIGN PRESSU$EV • • • • • • • • • • • A LUM. SINGLE HLNN WilDQW, • • • • • L ckuk. P. .. • • • • PE (139712 B • • SOactwai omta NTS 3' 11 11• "0" MEETING RAIL "X" "0" MEETING RAIL °X" "0" MEETING RAIL / .y/A •.mdb• • • .04 • SASH s_ ® wHT. MINUS SASH SgSH • 2 •• • • B • • B • •• 1 • • • �2r • • • :f/ 75 l 0 2 VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/18" B 41 5/8" " 41 1/4" C 41 1/4" 40 7/8" 0 52 5/8" 52 11/16" E 52 1/4" 52 5/16° SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 271 /8" D 16 3/8" 153/4" E 16 3/8° 15 3/4° TABLE 5. \\ 01 75° I.F. HEI MAX. HT A. 78' h FLAN HEI X j SASH HEIGHT SEE DLO TABLE SEE DLO TABLE (MAX-) SEE DLO TABLE SEE DLO TABLE 48 5/8" MAX. FIXED r DLO (ALL) O 48 1/4' MAX VENT DLO (ALL) DETAIL A 1/1 B + DETAIL D VIEW (CUSTOM SASH) 531/8' 1 . ED WIDTH 52 1/8" MAX. I. IDTH D+ 175' MAX I.F. D J HEI HT 7 ®MAX. FLANGED HEI HT 38 /16" MAX. SASH HEI HT GED HT A SEE ' LO TAB O SEE ' 0 TAB SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E 1 ( X 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. 75" MAX. I.F. HEI 3HT SEE DLO ® TABLE 76' MAX. FLANGED HEI HT SEE SEE DLO NO TABLE I 1 75' MAX. I.F. E HEIGHT 78" MAX. FLANGED HEIGHT DETAIL C RADIUS TOP (STANDARD SASH) • • • • • • • • • • • • •• • •• • • • • • • 9 • 9 • • • 75' MAX. I.F. HEI HT ® 76" MAX FLANGED HEI HT 26/1 Road OF Das Radimar prc 124A rr.= &weft der FJG 11/13K08 ROM! BF F.K Draw* pee F.K 9/1175 B ADD INTEGRAL RN (!F.) VERSION. CHG. NOTE a ADD NOTE 4. NO CHANGE THIS SHEET pemee,e pr + JJ. 223/07 l t5)a 7Edav7LOGY DRIVE NolcOA88. FL 34275 P.O. BOX 1529 NOKOMIS, 71. 34274 Pc;T VLtlbl�' Batter 0=091. ELEVATIONS .•. •.• . • . ••• • ALUM. SIN • • DOW, • IMPACT • • aewoar • p.roa! - am • SH70D • 0-20 B SINGLE WIV NTS d 1f '6/ • • • • l Berl L. Clark, P.E. • •• PE938712 • • Structural • • • •- • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • 000 • • • • • • • • It - 2.784' O gh MAX. FIXED I 7, 8 OR 17 NOG %T ©O _� 0 m 2. e HIGH SI LL m® O m 2 . LOW SI LL 0 0 OUTSIDE MAX. HEIGHT DA YLIGHT OP ENING OUTSIDE MAX. VENT DAYLIGHT OPENING SECTION B -B (LOW SILL SHOWN) INSIDE 2.330' (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY (OUTSIDE HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING INTEGRAL FIN (I.F.) FRAME SECTIONS ALTERNATE HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A LOW SILL HEAD 2.946" (HIGH SILL) ULTRALIFT ONLY JAMB 2.710' ®I.F. FRAME tl OUTSIDE INSIDE OUTSIDE • • • • • • •• • • • • • • • • • e • • r • • • SE- C-C• • 1 • • RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED AN BASED ON SASH WEIGHT 9,10,11,15,1 2.710' PRODUCT REVISED as complying wki de F6ride Belding Cade Accepts= No rr �/ •asdeX tee,. FJC F.K Das 77/13/08 Gee mootoc mnoOnc A L aweX FJC Onte 911/05 QroiadEr. JJ. ADD IF. SECTIONS & CONSOLIDATE GAL COMPONENTS NO CHANGE THIS SNEE7 2/23477 1070 TECHNOLOGY DRIVE NOK3156. FL 94275 P.O. •QX 1628 NOKOMIS. R.34724 Pc,T Vtelbb Bduer SECTIONS • • • • • • • • ALUM. SINGLE 1-411V M SH700 I Haif 15. 1f • ••• • • • • • I OW„IMPAAT • • • 1 ...5'`40aO-2O• I B • • • P.E. . 2 SWge,01 ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REM 1 2 3 6 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 26 27 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 58 57 58 59 araax F.K a°wd* FJC tram ter F.K DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4008C 1235 1096 1016 4007 1228 4008 1268 1622 1052 1224 1225 4039B 4044B 4222A 985C 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESNE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET #8-32 X1/2 LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP „.170 X.270 BACK. FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP, BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMB SETTING BLOCK 3/32” X25/64" X 1" LAMI IG SETTING BLOCK 1 "X 314° X 1/16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5 /16 LAM GLASS. GLAZING BEAD, 5/16 LAM W/GRILL KR GLAZING BEAD, 7116" LAND GLAZING BEAD, 7 /16" LNIN W/GRILL KR GLAZING BEAD, 13/16" LAMB I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WRINGS SCREEN SPLINE - .135 OIA FOAM ADO LF. FRAME !TENS 47, 48, 49 AND 50. UPGRADE ITEM 21. ADO T76N 82. CHG. DESCRIPTION ITEMS 7.9■ 13 • NO CHANGE THIS SHEET RMtlms Rmtc lisalarc A B Cladsdax Jr. 2/2 3/07 PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 81014 71830 71631 7CASP SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING 61624K 10701ECtNOLOGY ORME NOKOMIS, R 34278 P.O. BOX 1529 NOKOMIS, R 34274 REM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 DW 1635 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE - .135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1 /16 X 12 - 7/16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 61635K 61816 8533402 706X1 62BV1510 64051 64050 A GLASS 5/16" LAMB, (1/8 "A.090 PVB,1/8"A) B. GLASS, 5/16" LAN, (1/8"A.090 PVB,1/13"HS) C. GLASS, 5 /16" LANG, (1/8"HS,.090 PVB,1/8"HS) D. GLASS, 7 /16" LAM, (1/8"A.090 PVB,1/8 "A) E. GLASS, 7 /18" LAM, (1/8"A.090 P1.6,1 /8"1-1S) F. GLASS, 7 /16" LAMI, (1/8"HS,.090 PVB,1/8"HS) G. GLASS, 13/16" LAMB IG;1/6"HS, AIR SPACE, 5/16" LAM, (1/8 "A.090 PV6,1/8"A) H. GLASS, 13/16" LAN IG ;1/8"HS, AIR SPACE, 5 /16" LAM, (1/8 PVB,1/8"HS) I. GLASS, 13/16" LAMI 16; 1/8"HS, AIR SPACE, 5 /16" LAMI, (1/8"HS,.090 PVB,1/81-IS) J. GLASS, 13 /16" LAMI 16; 1/81HS, NR SPACE, 7/16" LAN, (3 /16"A.090 PVB,3 /16"A) K. GLASS, 13/16" LAMB 10; 118"HS, AIR SPACE, 7/16" LAMI, (3 /16 "A.090 PVB,3 /16"HS) L. GLASS, 13 /16" LAMI ID; 1/8"HS, NR SPACE, 7 /16" LAM, (3/16"HS,.090 PVB,3116"HS) M GLASS, 13/16" LAM IG; 1/8 A NR SPACE, 5/16" LAMB, (1/8 "A,.090 PVB,1/8°A) 47 FRAME, I.F. HEAD #4071A, 6063-T8 PGIT Visibly Bator. SH700 FRAME, .F. LOW SILL #4072A, 6083 -T8 L.082 NOM THICKNESS • • • F RAME, :.F:J : • : 49 FRAME, .F. HIGH SILL A s itildt4B, IS3 -T6• • • ® #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) PARTS LIST • •• •i• • • • •• i • ALUM SINGLE S/N • • • • • • • • saiuwe • R°C • B H�J A4 WJDOW PMPA�CT NTS 6 - 1? I 6-Z0• mower REVISED as temPlyin with tie Flrk% Bidding Code Amptsace No ,2 06 Dlite .r yk 2/311 • • • • • • • • ✓ ✓✓ •i ••• tbarl LL Dark, P.E • • • PE #39712 SWelval • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ■•• • • • ••• • • • • • • •• • 1 FLANGE FRAME HEAD #4002A, 6063-T6 Rowdily Day 2.784 T 1.383 r .082 .062 —► 3.446 t- 1.748 6 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 1.342 .062 ii .082 2.710 I FIXED MEETING RAIL #4054A,6063HD -T8® h.- 2.784 --�{ 2.946 CI FLANGE FRAME SILL (HIGH) #4050A, 6083-T6 2.830 L 11 .062 11.490 - 1.451. ) O SASH STOP #4025, 6083-T5 I-�- 2.279- � 1.707 .062 Road* DM" 11/,3AW Dols 1/24/DB RMIa A 8 AND UPGRADE DEM21 ALLOY. INCLUDE FJ( F.K FJ( 911/115 Rdd"s UPDATE FRAME CORNER ASSEMBLY TO LF. NO O4ANGETHIS SHEET CMOs d By JJ. 2'2&07 -- 2.784 O FLANGE FRAME SILL (LOW) #4003C, 6063-T8 .062 i 2.330 1.513 --1 738 17 SASH STOP COVER #4053,6063 -T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (Low) #4008C,6083HS -T8 44007,6083 -T5 2 328 1 2.838 .052 68 SASH BOTTOM RAIL (HIGH) #405 - 1070 TECHNOLOGY DRNE NOKOi08, FL 34016 PA. BQK NOKOMIS, FL 34274 PGT 98s Better ® I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) 31 SASH SIDE RAIL 44008, 6063 -T5 050 .678 T O GLAZING BEAD 7/16" #4222,6083 -T5 .050 1.115 1 -CI O GLAZING BEAD, 7/16" #9850.6063 -T5 (USED W/ GRILL KIT) .678 1.098 I -1 7 41 GLAZING BEAD, 5/16" #40398.8083 -T5 .050 1.096 f I GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .683 .050 GLAZING �B VID,•13h16i Ic • Y40f7, . • 5 • ••• • • • • • • • • •• ••• •• • • • 1.097 • • EXTRUSIONS & 02411 CORNER Pen *.� • • • • • • ALUM. SINGLE UIF V)IINDOW IMPACT • ed.sue.t eak u • ae • SF1700 a B Haf 7 1 yh 72s40- • 2d ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• 0 • • • • • • • ••• • • • • • • • • • •• •• ANCHOR QUANTITIES IES SUBSTRATE: ANCHOR TYPE: —. FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28 34.603 40.603 46.603 52.603 58.603 64.603 76.000 OOOM /,£'Z ONOO L Z ' ONOO L GOOM £'Z , ONOO Z ONOO 1. GOOM E'Z ON00 Z ONOO L GOOM E'Z ONOO Z ONOO L 000M £`Z ONOO Z ONOO 1, OOOM £'Z ONOO Z ONOO 1. 000M £'Z ONOO Z ON00 L 000M E'Z ONO3 Z ON00 6 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1.1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 AB,M 1 121111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 AB,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 AB,M 1 1 2 1 1 2 1 2_ 1 2 3 1 1 2 1 2 _ 1 2 3 1 1 2 1 2. 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 1 3 4 1 3,2 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G H,I,J,K,L � � r231 1 1 22 1! 1 23222 2 1 1 2 232223232323342333343334353344 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 2 2 1 2 2 2 1 2 3 1 1 2 1 2 3 2 3 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 2 3 4 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 222232223232223232323242333342334353334453344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 A B,M 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 33 2 2 3 4 4 5 2 3 3 2 4 4 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2323223 2 2 2 3242333342333342334353334453445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2[222222322 AB,M 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3,3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ; 53.33435334546345.5 2 2 3 2 2 3 2 2 22 A B,M 2 2 2 2 2 2 2,3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 2 3 4 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 3 3 5 2 3 3 2 3 4 5 4 6 2 3 4 2 5 5 2 2 212 53.125 PSF 72 . 79 79 • • • C,D,E,F,G, H,I,J,K.L 2 2 . 2T2 - 2 2 2 2 2 2 2 2 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 8 2 3 4 3 3 4 5 4 6 7r 3 4 3 6 2 2 213 AB,M 2 2 2 2 2 2 2 2 2 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 , 5 2 3 3 2 3 4.5 4 6 2` 3,4 3 4 5 — 2 2 212 213 ANCHORAGE NOTES: 1. ANCHOR TABLE KEY: MAX PSF (DP LMTED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. BB (FULL D •• • •• HEAD z •• :JARvPB1•� 2.3 . • • • • MT • !'a. •AII• • • • • •• JM8BBil54 • ••• MTG. RAIL CRETE -FLEX 06 20// Lr� leader Reader. FJC Render FJC Gamper FJC aas 1ew8 1eW J.J. erg 11113105 aro 124105 7%1&N5 REV/SEANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR OTYISRES77NC7EDBYSIZE NO CHANGE THIS MEET ate 72&07 1070 TECHNOLOGY DRIVE NOIODAIS, FL 34275 P.O. DQX 1829 NOKOMIS, FL 34274 PG" VtslLh' Bever ANCHORAGE sm44iNG, P1 VI/!l�DQWu• • ALUM. SINGLE • • IjIDO W 4MPAv�T • • my.Ieac pp B SH700 NGLE UIIG vi grew 8 11 * 1f • • • • • • • Abbott L Gel P.E. • • • • •• PE #39712 SbuW4al ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0410 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 4100 • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE. WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 29.655 0 cq O c■ 1 1 1 1 79 1 111 111 68 1 111 111 59 111 111 54 2 1j1 2 1 49 2 111 45 2 1� 1 2 111 41 111 2 111 U N 0 U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 79 2 111 79 2 11 2 11 74 2 111 67 1 2 Ti U z r 0 U 1 1 1 1 1 1 1 1 77 1 111 11f 67 1111 62 2 1;1 2 i 56 2 11 i 2 11 . 1 51 2 1j1 46 2 i 1 1 37.155 v. O NO 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 79 2'2 79 2 212 2 212 79 2 212 2 212 74 2 212 2 212 67 212 2 212 U N U 2 1 1 2 1 1 1 1 1 1 2 2 1 22 22 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U z r 0 0 2 2 2 2 2 2 1 22 1 2 2 22 1 2 2 22 2 2 2 2 2 . 2 79 2 21 79 2 21 2 212 76 2 2T2 2 212 44.655 4n cV Q 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 3 2 2 3 2 23 2 2 3 2 2 3 2 3 3 2 3 3 79 2 3T3 2 318 79 3 313 3 313 U Z U 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 22 2 2 22 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 33 2 3 3 0 z r 0 U 1 2 2 2 2 1 2: 2 2 1 22 1 2 2 2 2 3 2 23 2 3 3 2 3 3 2 3 3 2 3 3 2 3.3 2 3 3 2 3 3 2 3 3 52.155 w O NO 2 2 2 2 1 2 2 2 2 2 3 3 2 3 3 2 3 3 2 33 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 3 4 3 4 4 3 4 . 4 U Z 0 U 1 2 2 2 2 1 22 1 2 , 2 2 2 2 2 1 2 2 22 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 33 2 3 3 2 33 0 Z r O U 1 2 2 2,2 1 2 2 1 2 2 3 3 3 3 2 3 3 2 33 2 3 3 2 3 3 2 33 2 3 3 2 3 3 2 3 3 3 4 4 3 4 4 59.655 0 (-) O N 1 2 2 1 2 . 2 2 2 1 2 2 2 3 3 2 3 3 2 3 3 2 33 2 4 3 2 4 3 2 4 4 2 4.4 3 4 4 3 4 4 3 4 4 3 4,4 U N U 2 2 1 2 2 1 22 2 2 3 2 1 3 2 1 3 3 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 , 3 2 3 3 2 3 3 U z r U 2.2 1 22 1 3 2 1 3 2 1 2 2 2 2 2 2 2 2 3 3 67.155 o csi 1 1 1 1 2 2 2 2 2 2 2 2 3 3 1 1 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 3 2 74.655 1 2 2 2 2 2 2 3 3 3 3 0 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 76.000 2 2 2 2 2 2 3 3 3 3 2 2 2 2 3 3 2 2 • 2 0 o 1 2 2 2 2 2 2 2 2 54 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 6 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) 117 HEAD 3 MTG. RAIL I JAN1B BELOW MTG. RAL (FULL DP) MTG. RAIL PRODUCT REVISED as complying MIK lie rimide 1141444 Cede Accepts:ace Ns IF ay Date _ 20 j i ftwer FiG Oplec vow ClAr Dee REWSE ANCHORAGE TAKE AND NOM.4. ADD DP MAX MERE ANCHOR WY IS RESTRICTED BY ME NO CHANGE THLS ShEET 10TO TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKCOAS, FL 54274 13011 Slludural ANCHOR QUANTITIES -- ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED IOW HEIGHT MINUS SASH HEIGHT TABLE 7. VVINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. ANCHOR TYPE: 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- . 000M r E ' Z ONOO Z 44.839 50.382 55.925 000M /, £'z ONOO ONOO GOON £`Z ONOO ONOO O OOM E'Z ONOO ON00 000M E'Z ON00 ONOO 000M E'z ONOO ONOO OOOM E'Z ONOO ONOO 000M E'Z ONOO ONOO 000M E'Z ON00 ONOO WNDOW WIDTH GLASS TYPE 19.125 K,L 1 2 2 • N ✓ N • N ✓ N ✓ N • N • N ✓ N r r N r • N ✓ M r N ✓ M r r r ✓ M • m n 24.000 ' 2 2 2 N N ✓ N ✓ N ✓ N • N ✓ N • N M r M • N • M r ✓ N • M • M ✓ M s- •-• M r F 2 2 3 2 3 - 0.4 • N N N L ✓ M N M r ✓ M ✓ M s- • 011 r � ✓ M ✓ e L ✓ e ✓ H I ✓ 4) PSF 2 2 2 79 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 N N r N N O) ✓ N N M N•N) r N 3 2 1 3 ▪ M N M N V r N e N e r N N ID e N fO N PSF 79 79 79 79 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 ".L (9'- (.4' 63 (.4 N 79 N M N M N N' M N N e N M N e N V' N M N N N•R N e N U) N U) N C'6 60 1 r . M PSF 79 76 79 77 79 2 79 2 79 3 1 3 4 1 3 1 4 4 1 3 1 4 N 1e• N N IP NIN N N N M NIM e N Nle N N M N t0 N sr N M N )DI N K) N V'I N Y) N M. N N CD1 102 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E.F,J, K,L N 1 e• N kr N 1r 1 NIN N N N 1 M N M N M e N e NIB N )D N e N M M h N e N CO PI MI N N CD M CD N v)i N 60I 53.125 PSF 71 79 63 71 79 84 74 66 77 69 69 D.E,F,J, K,L NI 2 2 NINI MINI M 1 01 N NI C•71 Niel N e in I VI M ID I N el M )D M CD N N Mom M CD N 4) MI M CO N 4) M t- 1 1 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- . 000M r E ' Z ONOO Z ONOO 000M £'Z ON00 Z ONOO OOOM E'Z I ONOO l Z ONOO QOOM £'Z 01400 ONOO OOOM E'z ONOO ONOO 000M E`Z ONOO ONOO OOOM £`Z ONOO ONOO 000M E'Z ONOO ONOO WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 � 2 78 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 48.000 63 72 79 2 212 2 2 2 3 213 413 1 3 41314 41314 51314 51314 53.125 58 6 2 3 2 2 1 2 2 2 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5 /8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AL FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE UMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL ® TABLE 8. KEY: MAX PSF (DP LIVED) 112 JAMB BELOW 2 • • MTG • • • • • •• • JAMB LOW MTG. RAIL 112 2 2 2 4 • • • •• REVISE ANCHORAGE TABLE AND NOTES.. ADD OP MAX WHERE ANCHOR CITY IS RESTRICTED BYSZE _ 11/1306 ore Wok 7/29/05 Radars 8 Mold= A Osaka J.J. NO CHANGE THIS SHEET Daft 2J23/D7 1070 TECHNOLOGY DRNE NOKOM IS. R 34270 P.O.80001528 NOKOM IS, FL 34274 P Vldbly Beu ANCHORAGE SPACING, Cif&TORiTiVIEW • • • • AL UM. SINGLE HUNG WIIIO W, ItrACT • • sat sHTSO 10 s 11 r � 4040 -20 • • r8 Sada NTS •• • • e4e • //• • / . CYrk., 11E. • !PE #39711i Structural • • • • • • • ••• • • o • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • " MAX. SHIM isnow" •�.uua�,i wuaw!w. 6t A 3. ,- KSI MIN. CONCRETE PTIONAL 1x 000 BUCK (", E NOTE 4) DETAIL C .131' DIA MIN. x212 "NAIL, AT CORNERS AND 5" O.C. (ALL H CONCRETE ANCHOR (SEE NOTE 1 & 3) 1 1/4" MIN_ TYPICAL [ °a 13/8" MIN., 1/4" T ' ON 1 3/4" MIN., 114" CRET -FLEX 1/4" j MAX. SHIM DETAIL A DETAIL B lx BUCK OPTIONAL WITH SOLID CRETE SUBSTRATE (SEE NOTE 4) DETAIL F, (HEAD) ERI OR INTERIOR AND SILL DETAIL 5? WOOD BUCK (SEE NOTE 4) GED HEAD ANCHORAGE CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1 4' j MAX. SHIM WOOD FRAME 114" MAX. SHIM A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314 ". 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)A 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13/8, INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12" MIN. ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1 /8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGA RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD ANCHOR , 3/8" MIN. DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4' MAX. — SHIM 1/4" MAX SHIM .131" DIA MIN. x212 "NAIL, AT CORNERS AND 5° O.C. 2x WOOD BUCK (SEE NOTE 4)A WOOD FRAME .131" DIA MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4" ` MAX. PRODUCTIISVMED SHIM wYYMR•IY Aseepteme No E�tnw.e•m >1•f.'l4 3U � II • de PTeduet •• • ••• • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • Rand .< Dads Berkiels FJC 11/13418 8 ra••d LMa• !Snick= FJC 1124/0B A ADD NOTE 1 RE FIAT HEAD ANCHORS. ADD INTEGRAL ■RF�NyA UPDATE & REORDER NOTES. ADD NOTES 7. WOVE CONCRET EMBEDMENT DIM OninaF Date 60 ma•' FJC 8/1108 J.J. 258.17 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. 8QX 1828 NOKOU18, FL 34274 P_Ad = Vbibb Batter • ••• • • ANCHORAGE DETAILS • • • • • • • • • ALUM. SINGLE HUNG WIAZD(SW, ILIPA • NTS 94t Ib • 1! W 11 a 91 4040 -20 B • • • • 0 / 1 0 : •• � • 397 • E 11387 Struaurai ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMARD TORRES, H.M. REGISTERE zcia 7M 14 .7. y. amity XREVIEWED mErRoottaitrutrunungailde-, • • 0 REVIEWED ifilT! 4 A31:40110ittill jitta.r SWAM iv:oriactiot.$ Or c 0,4471'4c,i,i_ 140014 le2908 ,, 7 . • 1 drawangs ode ,r lh,: i't-'7. ..c.4:5)(c <, a NOTICE OF ACCEPTANCE OA ' CenfT11 '''' • PGT Indintries „,„ ,.„, , -,!, - .1--,,, ,, , , ,,,,,,, ; ,,,,. 6 ,, .,,, 4 • .1 rortform 41N i t ,, 4 t 4 71F dt t.ivo 414Nrilt owii ti'f p . 4 4 I070 Technology Drive, et ,,,, n , 40 4-4,1c,c,_141q.4re4 iit■• 4•4, k ilif e 4 ■Q , i' -'' ' ' ' ; BUILDING CODE COMPLIANCE OFFICE (DCVO) PRODUCT CONTROL DIVISION Nokomis, Fl. 34275 ." rit rifit mon j i' ) e s I P' , ,,L.I. 1 : • : i t $ 4 4 - • S COPE: - 4.44 , v , .eor u , ...--$ , . ,. ' let ,...••• This NOA is being issued under the applicable rules and regulaikets go the use ofcongtoretp • lualti • • • The &cementation submitted has been reviewed byMiamf-Dachreentay Product °alga P , i-ion and acent4 . by the Board of Rules and Appeals (BORA) to be tiged ia 14liami Dade County and other -,''', here the Authority Baying Jurisdiction (AH3). V /6 - bdo _? V 1 This NOA jhall not be valid after the expiration date stated below. The . ' . .1 .-,, County _ Division (In Miami Dade County) and/or the Ant fm areas other than ,, , / •- County) reserve the right to have this product or material tested for quality assurance purposes If this product or material Bails to perform in the accepted lamer, the manufacturer will incur the expaise of such testing and the AID may innnediately 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 Mimi-Dade County Product Control Division that this product Im material falls to meet the requirements of the applicable building code. This product is approved as described herejn, and has been designed to comply with the Florida Building Code, m . . . 9 , ; ./ Ve 4 44 Hurd DESCRIPTION: Series "SGI)470” Alamimun ' PROVAL k No titled "Series 770 Ahun SOD-LMI", sheets 1 tineugh 23 of 23, ptepared by PTC, LLC, dated 01/06110, signed and sealed by Robert J. Ammo, P.R., bearing the Mani- Dade Coady Product Control Approval stamp with the Notice of Acceptance number and approval date by the IVIiarni-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD unit sizes design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement : "Miami-Dade Coolly Preduct Control Approved", unless otherwise noted heroin. RENEWAL of this NOA shall be considered after a renewal ;application has beak filed and there has been no change in the applicable building code negatively" the peribnnance 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 numrfaanre of the product aromas. WORM of this NOA as au endorsement of any product, for sales, advatising or any other purposes shall automatically taminate this NOA. Failure to comply with any section ofthis NOA shell be cause tor enesination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and Mowed by the expiration date may be displayed in advertising literabare. ff any portion of the NOA is displayed, then it shall be done in its (=hely. INSPECTION: A copy ofthis attire NOA shall be invvided to the user by tbe manufacturer or its distributors and shall be available for inspection at the job site at the rawest of the Buikling Official. This NOA consists of this page 1 as well as evidente sheet R-1 and approval doctuwant mentioned above. The submitted documentation was reviewed by !shag L Clouds, P. E. NOA No. 09-0026.10 Mildred= Date: Winery 17, 2015 Approval Date: February 17, 2010 Page 1 • • . • .... • .. • •• • •• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •: • • • • • A. DRAWINGS .... •. • • • • • 1. Manufacturer's die drawings and sections. •••• • • • . . 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMF', shifs :f ;hrougli A; of 23, prepared by PTC, LLC, dated 01 /06 /10, signed and sealed bygpbert J. . . • Amoruso, P.E. • . • • PGT Industries • B. TESTS • • • • 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL- 5993, FTL -6036, FTL- 6001, FTL- 6014, FTL -6015, FTL -6017, FTL -6023, FTL- 6024, FTL- 6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19 -09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. E -1 • 4 k 1 1. L haq L Chanda, P.E. Product Control Examiner NOA No. 09- 0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Wood Screws (Mead, 8111 & Jambs) in. s Type Min. Emb. Min. Ed 012 Wood Screw 1 3/6' 1' Endo Crete-Flex SS4 1 316' 1' • Concrete Strength Regtdrements Masonry Strength Requirements Type Ole. W Ungraaded CM A8TM C•0 Ebro Ultracon 114' 2700 psi Grouted CMM A8TM C90 with gout conform/6 to Erections 2108.221.2 end 8609 al the PEG 6118 3500 psi Boo Crete-Flex 884 1/4" 3350 psi 2 12 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: 2 LITES OF 1: OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER r•1� r 71 .Ill ■ 1!,I . 1 J4: 1.10 a 4 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 G4A - 9/16' LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SGP INTERLAYER G5 -1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER G6 - 1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER G5A - 1' LAMINATED I.G. 1/4' T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) UTES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1' LAMINATED I.G. 1/4° T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL -6001, FTL -8014, FTL -6015, FTL-6017, FTL -6022, FTL - 6023, FTL- 8024, FTL- 6025, FTL- 8028, FTL -6031. ITL -6033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NON: 07 -0425.01, 03-0225.05. ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - r B. D.LO. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4' ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1(2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6.1F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORI1Y HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge °Mane reminds Definition= Emb. o Embedment Ed " Edge Ohtenca Mrs o Mhtlmmn CONCRETE SCREWS SIRENNOTH& FyMIN. =135K81 Fu MUM =177KS I MESS OTHERWISE NOTED NOA DRAWING MAP SHEET GENERAL NOTES.._ 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS ' 5-6 ANCHORAGE ....- 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS .....15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22 -23 approved a�ssos .d4ngw4lb4b Flatdo Daka s Coda BatoV MU • t0 NOM • Masud trawl Bli .dw •Lkcrwa Rwadap Dos Rmisktasa Mold* airs Intakes SMC 01/08/10 B PER M1/IM DADECOMMEyTS Rwadst: Max SMC 11/184/0 Br for SMC 08/08/07 Resbber A 00 PER MIAMI DADECOMMENTS Daft 1070 TECHNOLOGY DONE 711103913, FL34278 P.O. 0122 1529 NO110369, FL 34274 GENERAL NOTES AND MAP • • • roe SERIES 770 ALUMINUM SGD - LMI • • • • 8130771 R Bair 64sr NTS 1 s 23 00.4000 POT0002 8 • o M V9 .• • r '••• • a1 • �' TE b O f ti` 6 , 4�owi� 00 • ••• • Robert J. Amours*. PE. PE 949782 1 • • • • • • ••• • • • • • • • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Head and 8111 Jambs Concrete Unfnoated CMU Grouted CMU Type Dia. Min. Erb. Min. Ed Min. Emb. Min Ed Mtn. Emb. Min. Ed Mc Ultracal 1/4' 1 318 2 12 1 1/4 2 12 1 374 2 1/2 8/16 1 374 1 1/4 1 114 1 8/16 1 3/4 2 12 Bce Crete Flex 884 114' 1 314 2 1/2 1 1/4 2 1/2 Nat Recommended GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: 2 LITES OF 1: OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER r•1� r 71 .Ill ■ 1!,I . 1 J4: 1.10 a 4 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 G4A - 9/16' LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SGP INTERLAYER G5 -1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER G6 - 1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER G5A - 1' LAMINATED I.G. 1/4' T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) UTES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1' LAMINATED I.G. 1/4° T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL -6001, FTL -8014, FTL -6015, FTL-6017, FTL -6022, FTL - 6023, FTL- 8024, FTL- 6025, FTL- 8028, FTL -6031. ITL -6033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NON: 07 -0425.01, 03-0225.05. ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - r B. D.LO. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4' ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1(2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6.1F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORI1Y HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge °Mane reminds Definition= Emb. o Embedment Ed " Edge Ohtenca Mrs o Mhtlmmn CONCRETE SCREWS SIRENNOTH& FyMIN. =135K81 Fu MUM =177KS I MESS OTHERWISE NOTED NOA DRAWING MAP SHEET GENERAL NOTES.._ 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS ' 5-6 ANCHORAGE ....- 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS .....15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22 -23 approved a�ssos .d4ngw4lb4b Flatdo Daka s Coda BatoV MU • t0 NOM • Masud trawl Bli .dw •Lkcrwa Rwadap Dos Rmisktasa Mold* airs Intakes SMC 01/08/10 B PER M1/IM DADECOMMEyTS Rwadst: Max SMC 11/184/0 Br for SMC 08/08/07 Resbber A 00 PER MIAMI DADECOMMENTS Daft 1070 TECHNOLOGY DONE 711103913, FL34278 P.O. 0122 1529 NO110369, FL 34274 GENERAL NOTES AND MAP • • • roe SERIES 770 ALUMINUM SGD - LMI • • • • 8130771 R Bair 64sr NTS 1 s 23 00.4000 POT0002 8 • o M V9 .• • r '••• • a1 • �' TE b O f ti` 6 , 4�owi� 00 • ••• • Robert J. Amours*. PE. PE 949782 1 • • • • • • ••• • • • • • • • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • P4iook (Anchor Tension) P4look Mounting Adapter (Anchor Shear) Concrete Grouted MU Concrete Grouted CMU Type ma. Min. Emb. Min. Ed Min. Erni bin. Ed Min bah Min Ed Min Emi Min. Ed Eco 19tracarr 114' 1 3/4 2 12 1 374 2 1/2 1 3/4 2 1/2 1 374 1 1/4 l PJco Crete-Flea 884 1/4' 1 3/4 2 1/2 Not Rea mmnded 1 3/4 2 1/2 Nd Recommended GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: 2 LITES OF 1: OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER r•1� r 71 .Ill ■ 1!,I . 1 J4: 1.10 a 4 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 G4A - 9/16' LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SGP INTERLAYER G5 -1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER G6 - 1' LAMINATED I.G. 3/16' T EXT. CAP + 3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER G5A - 1' LAMINATED I.G. 1/4' T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) UTES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1' LAMINATED I.G. 1/4° T EXT. CAP + 5/16' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL -6001, FTL -8014, FTL -6015, FTL-6017, FTL -6022, FTL - 6023, FTL- 8024, FTL- 6025, FTL- 8028, FTL -6031. ITL -6033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NON: 07 -0425.01, 03-0225.05. ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - r B. D.LO. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4' ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1(2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6.1F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORI1Y HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge °Mane reminds Definition= Emb. o Embedment Ed " Edge Ohtenca Mrs o Mhtlmmn CONCRETE SCREWS SIRENNOTH& FyMIN. =135K81 Fu MUM =177KS I MESS OTHERWISE NOTED NOA DRAWING MAP SHEET GENERAL NOTES.._ 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS ' 5-6 ANCHORAGE ....- 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS .....15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22 -23 approved a�ssos .d4ngw4lb4b Flatdo Daka s Coda BatoV MU • t0 NOM • Masud trawl Bli .dw •Lkcrwa Rwadap Dos Rmisktasa Mold* airs Intakes SMC 01/08/10 B PER M1/IM DADECOMMEyTS Rwadst: Max SMC 11/184/0 Br for SMC 08/08/07 Resbber A 00 PER MIAMI DADECOMMENTS Daft 1070 TECHNOLOGY DONE 711103913, FL34278 P.O. 0122 1529 NO110369, FL 34274 GENERAL NOTES AND MAP • • • roe SERIES 770 ALUMINUM SGD - LMI • • • • 8130771 R Bair 64sr NTS 1 s 23 00.4000 POT0002 8 • o M V9 .• • r '••• • a1 • �' TE b O f ti` 6 , 4�owi� 00 • ••• • Robert J. Amours*. PE. PE 949782 1 • • • • • • ••• • • • • • • • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NV M7 SEE D. SHTS. 7 -9 xO, Ox, xx, XXp L'1 L;1 La ♦o NEW NEWV VINg ©moo QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI PRFFARFf1 RV. FTR 11 R AA N A LA • • • • POT0002 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 SEE DP TABLE SHTS. 7-9 n`u SMC 01/08/10 ftww SAC 11/1 sac ammo ♦ _ J Read lip aam* HabSac 9 , A Chocked Or aa° xxxO, Oxxx, xxxx, PER MIAMI DADE COMMENTS PER MIAMI DACE COMMENTS SEE NV DP Q TABLE AA SHTS. Q 7 -9 NV 1 `' SEE D.P. TABLE, SHTS. 7 -9 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 p.a BOX W NOKO US, a 34174 0 Ig SEE DP TABLE SHTS. 7 -9 POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVA I " " OR 'T" INSTALLATI • • E: XXXX IN POCK IGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. Raft= 90° CORNER CORNER, TYP. POCKET, TYP. AS POCKET DOORS AT EITHER JAMB LOCATION USING SEE D.P. TABLE, SHTS. 7 -9 OxO, Oxx, XXO, xxx OXXp, XXXp • • • FIA N Cf0 SWFI1 ST RIF (2R Rf1f`V0 RAF FI VW% PH 30143901 MI FAX 371$90 -178• • • •• • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • •• • • • • • • • • • • SEE DP TABLE SHTS 7 -9 SEE D.P. TABLE, SHTS. 7 -9 oxxxo, xxxxo, oxxxx, xxxxx, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 oxxxxo, Xxxxxo, oXXXxx, xXXXxx. xXXXXXp APPROVED CONFIGURATIONS ApPmrad as mmpetlas sin ISIS D Bde,ag Cads L D v R NOAH Waal Dade • • • • 1.14.€ .: �• ` • 497 . 87' . 6. .deli •. _ � ; • W R.asap SMC Rawlsp SMC SMC Dare Doer 0116/10 Die 1111608 Doke 0806409 B R.ra.c A Ca ohNIBp PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.C. BOX 1878 NOKOIB$ FL 54274 QUALIFIED CONFIGURATIONS • • • Tar SERIES 770 ALUM. SGD - LMI a.a.sare NTS 3 ' mwr PGT0002 • • of 3 • STATE OF 41 • • lc O R �1.1:fe • • � • •• • • • • RobSI R Anmusc•P.E PE 049782 • • • •• • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • APPROVED CONFIGURATIONS: OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SVC SEE DP TABLE SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 WET Li WI FA o ♦ mm PIN m ,mmh 1 TO AZIL ©♦.a MY MY * 1 Ei!, r.T. 1 NEIm Awd ANL OF S6fC VOA tsea lMRS10 Cake 1//1&90 Dix 0917&08 Arable AaWlas Arakee 0 A Odle OXXXXX \O, XXXXXXXO, OXXXXXXX, XXXXXXXX, X)fXXXXXXp FERESWIDADECOMMENTS PER UMW DA0ECOMMENTS SEE D.P. TABLE, SHTS. 7-8 SEE D.P. TABLE, SHTS. 7 -9 r870 IECKN LOGYDRNE MAOM$ FZ 3427S P.O. BOX10 NOK MIS, 8.34774 1 • QUALIFIED CONFIGURATIONS • • • _ SERIES 770 ALUM SGD - LMI • • • Stale Moot ea..°� aA IkeloStbk Sop770 NTS 4 O 23 PGT0002 B PRFPAR l RY• P7C. I I C' R'IAN l'iC1aAY/FI I ST RTE C78 Rr1/A0 F F Approves as aosud7LTS with t 0 WasCade 2011 NOMI 07-0 24-10 np>t g Mai Dade slarst ca Stal • • ( 4 • : =. •• • ,. • TE OF "10 • • 2 • S �t� t • • • • • i' +ap++�n�nM� • • e • • •• • • • • • • • • R°OAM!e9mlm*AP.E. a • PE 049752 VIES PH. 391.8lab17M FAX 3714W -17RA ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Render ere femo•A arc SMC 11 /18PoO teem* Oise SMC 060509 EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16• HS GLASS 7/16" NOM. 7/16" LAMINATED GLASS TYPES G3 EXTERIOR /4' HS GLASS .090 DBPVB — 1/4" HS GLASS --. 9/16" NOM. - 9/16" LAMINATED GLASS TYPES G3A A PER MIAMI DADECOMMEVTS Carden es eeee 3/4' NOM. GLASS BITE 3/4' NOM. GLASS BITE W79 TECHNOLOGY dRNE NOKOMIS, FL 31275 P.O. 814X 1529 FL 94274 EXTERIOR EXTERIOR 1 3/16' HS GLASS .090 SGP 3/16" HS GLASS — 7/16" NOM. 7/16" LAMINATED GLASS TYPES G4 117 1!4' HS GLASS .090 SGP 1/4" HS GLASS - 9/16" NOM. SOD7J0 • FPARP/1 F!Y• 1/: GLAZING DETAILS b:44N f 9IR9WFI 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BETE 9/16" LAMINATED GLASS TYPES G4A Approved 44 emplyteg witk to mfg code Brte - RR • 49 NOM , • :i 4 Rua E9944 clew ) • 40 • • on • • ;►,. ti 4 • •. • : . * S• E OF PO: 1, ,ee ••• S. S4 SERIES 770 ALUMINUM SGD - LMI • • • + +A"' ; r1..```• • • ed.de� &Joe NTS 5 23 PG7V ' q • Rob o PM. s PE 049752 Rf)CK/1 -p)4F H :,)E$h PH• /4141904 /59_p/tx 991.690.1 99 •• • •. • .• • • • • • ID • • • • • • D • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • PEI MUIMI DADELIOMNEINTS sit 1070 TECHNOLOGY DMVE NOKOMIS. FL 34275 AA. BOX 1529 FL 34274 P te,:T GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI s.area.t 500770 6 s23 ..wo PGT 002 EXTERIOR EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16° HS GLASS 3/8' AIR SPACE 3/16' T GLASS 1" NOM. m TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 • 3/16" HS GLASS .090 DBPVB 3/16' HS GLASS 5118" AIR SPACE 114" T GLASS 1" NOM. m TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 314* NOM. GLASS BITE 314' NOM. GLASS BITE EXTERIOR 4) .090 SGP 3/18° HS GLASS 318' AIR SPACE 3116° T GLASS 1' NOM. 3/16' HS GLASS —� TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/16° HS GLASS .090 SGP 3/18' HS GLASS 5118" AIR SPACE 114° T GLASS 1' NOM. 3/4' NOM. GLASS BITE m TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A 3/4" NOM. GLASS BITE Approvad m eomplybaq atilt Oa tirddigt Calk Dote i7 torn NOM ' .0 : •20 Mani Dade hotted I . l t «..... • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. H & S, TAPCON SHAT 1. > HEAD & SILL (H&S) INTERLOCK, > JAMB ANCHOR QTY. >P -HOOK STRAIGHT & CORNER ASTRAGAL CLUSTER FUG NTERMEDATEANC40R QTY. PER PANEL ANCHOR QTY. Anchor Types: A TRACON (FORMERLY CRETE-FLIES 4CON SCRIM (G • SEEANCHORAGE NOTES 1 & 2 ON UNIT HEIGHT I I OOOM 4'Z 80 84 90 LOW ( 96) 3 - CONC' S NOM PANEL WIDTH FRAME SIDE 1,2 -CONC ONOO OOOM- 4'Z ONOO ONOO 2, 4 -WOOD 1,2 -CONC ONOO COMA 4'Z 1,2 -CONC GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 -60.0 +60 -60.0 24 sioy$W H&S C4 +1 C4 +1 C4 +2 C4 +1 04+1 C4 +2 C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A, 5, 5A +60 - 60.0 +60 - 60.0 +60 -60.0 +60 -60.0 30 .5 H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -80.0 +60 -60.0 +60 -60.0 36 sm4OW H &S C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 04 +1 04 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A, 5, 5A +60 - 60.0 +60 -60.0 +60 - 60.0 +60 -60.0 42 sm4oW H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +80 - 60.0 +60 - 60.0 +60 - 80.0 +60 -80.0 °loy'W1 H &S C4 +1 04 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 6 6 6 6 6 6 7 7 7 TABLE 1A SILL HT. VS POS. DP SLL RISE ( +) CESIGN MGM' LOAD FLUSH 1-1/2" WA LOW 2 -12" + 46.87 PSF M® 3-1/4" +80.0 PSF HUH 4' +60.0 PSF SEE NOTES 1 -3 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL 2. WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 46.87 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3.4', 31/4" AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. = EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7" EXT 90° OUTSIDE CORNER DLO HEIGHT = NOM. PANEL HEIGHT - 825' 90° INSIDE CORNER STANDARD ASTRAGAL STANDARD STILES I OH LENGTH OVERHANG OH LENGTH OH HEIGHT OH HEIGHT pp j OBI SEE NOTE 3 EQUAL TO1 OR GREATER Append m aempbtgakL iM Bplfitg o7 e.6 yb. NO40 0 - D® Edkusi 0,0004 l it 1441 /.1 .. uu u,uy, , ` lI�S • • • Z0.0EMo ,� i • tiond BA Raaw18F SUC d AA SAW SAC Dec OfANPo Gale 11/0899 08/05 Nalotes 8 A Ohft1•e PER AOA I DADE COASENT8 PER WAG DADECOMMENTS Vibe 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P0. 80X1529 NOK 6S. F134274 DP AND ANCHORAGE • • • • ere • • • • SERIES 770 ALUMINUM SGD - LMI Groan PGT0002 e ST STF C 28. ROSKI FM* Fl senaoart 800 SODnD NTS FRFPAREII RY: FTC 11C eb7 023 015 N CONSWFI • os►... . ' titi , • • , 1 AT1 � l� A � • • • Rob K Al �Ammusq AA P.E. PE #49752 0708b PH•:eH+911.1700 FAX 171.690.1 • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTY STILE - STANDARD ASTRAGAL Anchor Tips: faR69 V TAPCCN 3) "SW LL1RACCN 4) 1112S1L$SCFEV(G5) • SEE ANCCRAGEN01ES 142 ON6FEET1. TABLE2, 08- 7!18• LAWATEDL0.U- (J116 GSA -7116' LA14919.7E0 LO.0 - /AIR /3/19"118. /SW/ MS' 1(13.) 114. YEW 1 AIR /3116" HS. /SGP13118• F134 LOAD UNIT HEIGHT 80 84 90 98 102 108 114 120 NOM. PANEL WIDTH FRAME SIDE ONOO- Z't ONOO E EOOM• 4'Z ONOO•Z'I. ON=E OOON-4'Z ONOO•Z'L ! ONOO•E COMA- t ON= Z'G ONOO-E OOOnn - v'z I ONOO- z 'L ONO OOOM-4'Z ONOO ONOO•£ OOOVI->'Z ONOO•Z'L ONOO•E OO - -4'Z ONOO•Z'l ONOO•£ OOOM • 4'Z GLASS TYPE - 4.4A,6,13A 80.0 -800 60.0 600 60.0 -80.0 80.0 -800 80.0 60.0 60.0 -800 60.0 -600 60.0 600 24 iunouy H&S C4 +1 C4+1 C8 +2 C4 +1 C4 +1 06+2 C4 *1 C4+1 C8+2 C4 +1 C4+1 C8+2 C4 +1 04 +1 C8+2 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 8 8 8 6 6 8 8 8 8 6 8 GLASS TYPE - 4,4A,8,8A 800 -60.0 50.0 -80.0 60.0 -800 60.0 600 600 600 60.0 -600 80.0 4300 60.0 -600 30 H&S C4 +1 C4 +1 06`2 C4 +1 C4 +1 05+2 C4 +1 C4 +1 03+2 C4 +1 C4 +1 06+2 C4 +1 C4 +1. 06+2 C4 +1 C4 +1 C8+2 04 +1 C4 +1 C6+2 04+1 C4 +1 08 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 8 8 6 8 8 8 8 8 8 6 8 GLASS TYPE - 4, 44, 6.8A 80.0 -80.0 60.0 600 60.0 -800 600 -800 800 -80.0 500 60.0 80.0 -80.0 600 600 36 H&6 C4 +1 C4 *1 C8+2 C4 +1 C4 +1 08+2 C4 +1 04 +1 05+2 C4 +1 C4+1 C8+2 04 +1 C4 +1 C8*2 C4 +1 C4 +1 06+2 C4+1 C4 +1 08+2 04 +1 C4 +1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H00K 5 5 5 5 5 5 5 5 5 5 5 8 6 8 6 8 8 8 7 7 7 7 7 7 GLASS TYPE - 4,4A. 8,8A 600 600 60.0 600 60.0 - 600 800 -60.0 600 600 600 600 800 430.0 800 60.0 42 etaymry 1488 C4 +1 C4 +1 C8+2 C4+1 C4 +1 C8+2 C4+1 C4 +1 08 +2 C4 +1 C4 +1 C8 +2 04 +1 C4 +1 C8 +2 04.1 C4 +1 C6 +2 04 +1 04+1 06+2 C4 +1 C4 +1 06+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 5 6 5 6 6 8 6 8 6 7 7 7 7 7 7 8 8 8 8 GLASS 'TYPE - 4,4A,6,6A 800 600 60.0 600 600 600 600 600 600 60.0 600 600 800 600 60.0 600 48 1446 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C8+2 C4 +1 C4+1 C6+2 04+1 C4+1 08 +2 C4 +1 04+1 C8 +2 C4 +1 C4 +1 06+2 C4 +1 C4 +1 08 +2 C4+1 C4 +1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 8 8 8 6 8 8 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 GLASS TYPE- 4,4A,8,9A 800 600 60.0 600 800 60.0 80.0 600 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH 54 HES C4 +2 C4 +2 05+2 04 +2 04 +2 C5+2 C4 +2 C4 +2 C8+2 C4 +2 C4 +2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 5 6 8 6 5 8 8 7 7 7 7 GLASS TYPE -4, 4A6,9A 600 -600 30.0 430.0 60.0 60.0 -80.0 O H&5 C4 +2 C4 +2 C5 +2 C4 +2 C4 +2 C5+2 C4 +2 C4 +2 05+;t.�b71 C4 +2 05+2 4AMB 10 10 10 10 10 10 10 10 10 10 10 MOCK 6 6 6 6 8 6 7 7 7 7 7 8 TABLE 2A SILL HT. VS POS. DP SLL RISE ( +) DESIGN 103GHT LOAD FLUSH - 1 -1/2" NIA LOW- 2 -1/2" +48.87PSF ABED - 3-114' + 60.0 PSF HIGH -4' +60.0PSF SEE NOTES 1 -3 . POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 314' SILL 2. WHEN USING THE 2 1/2 SILL POSITIVE DP IS 45.87 PSF MAX WHEN USING THE 4' SILL POSITIVE DP IS 80.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2", 3 1 /4° AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL 15 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. arr 11/1600 Rind* Oar 5760 0161210 wader 0860 ems otr SAC 0847589 Robber Ryas= Rettsbac A PER MAW DAD ECOMPREYi3 Oft 1070 TECHNOLOGY DRIVE =KOWA FL 34275 AO. BOX 1520 NOM A& R 34274 O = EXAMPLE ON SHEET 10 OP AND ANCHORAGE OH HEIGHT L 8I SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION OH LENGTH OVERHANG OH LENGTH OH HEIGHT • EQUAL TO1 • OR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI - Not [New& NTS 8 e 23 POT0002 STANDARD ASTRAGAL HEAVY DUTY STILES DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" • • • 2, B • • • • Approved noempgdlv+88 flerkip 9 .,, ... C4& Mama Ekide Pedal •.: a ISIn. 7 1 I 116 q1 (b8i49: • • is, • e v e al • • 9.1111.027% 4 • : . ' 1 s , : 1 • 4 • • • • Robert J. Ameruso, P.E. PE 049752 ••• • • • • • • • • • • • • • •• • ••• • • •6 • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • • 8. • • • • • TABLE 3A. SILL HT. VS POS. DP SLL RISE ( +) DESIGN HEIGHT LOAD FLUSH -1 -12° NIA -7177 8/ PSF -� NED- 3-1/4" +60.Q PSF '• HIGH - 4 + U.U1 l SEE NOTES 1-3 DESIGN PRESSURE AND ANCHORAGE -UN -R EN FORCED- HEAVY DUTY STILE -HEAVY DUTY ASTRAGAL TABLE3. > mu) & S&L (H&S) INTERLOCK, S1RA1GHT & CORNER ASTRAGALCU/ S1ERPLUSINTERNE11EANWORQTY .FERPAM.H &S, 1..1A1413A • •c • . •. „.TY. GB 7116• LAMNATED GLASS- (3/18° HS.I SGP /3^16° HS.) . N• '.. 1" FLb.,.NLYi ,N GB- 7/16° LAMNATED LG.U.- (3116° 113A /AIR/ 3118• H.S. /SGP /356• KS.) GSA - 7/16' LAMNAIEDI.GLL (UV 1ENP. /AIR /MS' H.S. /SGP /3116° PM) NOM. PANEL WIDTH GLASS TYPE- 4,4A 6, 6A • H&S 24 g JAMB ▪ P -HOOK GLASS TYPE - 4, 4A 8, 8A H&S 30 JAMB • P-HOOK GLASS TYPE - 4, 4A 8, 8A H&S 36 JAMB P -I-IOOK GLASS TYPE -4, 4A 6, 6A H&S 42 } JAMB P -HOOK GLASS TYPE -4, 4A 8, 6A H&S Row tte Render SMC Read Bp BdeC 9.e 015.10 O.1< 181699 omeP ow. SMC 088888 Revlskow Maker 8 rssd.'or FRAME SIDE JAMB P-HOO U 8 90.0 C6+2 10 6 90.0 C8+2 10 6 90.0 08+2 10 6 90.0 08+2 10 80 10 10 10 10 10 10 8 8 8 8 8 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4° SILL. 2. WHEN USING THE 21/2° SILL, POSITIVE DP IS 46.87 PSF MAX. AND WITH THE 31/4' SILL, POSITIVE PRESSURES IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2'. 31/4 ". AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. PER MOMODADEC0UMEN79 FER OVA 1DADECOMMENTS U U Z O 8 ' N N - 90.0 90.0 C8+2 C8+2 C6 +2 10 10 10 5 6 6 - 90.0 90.0 C8+2 C8+2 C8+2 10 10 10 8 8 6 -90.0 90.0 06+2 08+2 C6+2 10 10 10 8 7 7 -90.0 90.0 06+2 06+2 C6+2 10 10 10 7 7 90.0 C8+2 C8+2 84 -90.0 08+2 08+2 10 10 6 6 -90.0 06 +2 C8+2 10 10 8 8 -90.0 C6 +2 C6+2 10 10 7 7 -80.0 C8+2 C6+2 10 10 7 8 -90.0 C8 +2 C8 +2 Anchor Types: 1) 1/4° ELCOLLIRACON(FORVERLY 1APCON) 2) •1/4 SS4 CRETE-FLEX 3) '8/16° LL1RACCN 4) '512 ST®. SCR9N (GS) SEE AND-IMAGE WES 1 & 2 ON SHAT 1. UNIT H EIGHT lV U O 0 80.0 C8+2 10 5 90.0 C8 +2 10 6 90.0 06+2 10 7 90.0 C8+2 10 8 90.0 C8 +2 90 U U N1 -90.0 C8+2 10 6 -80.0 C8+2 10 6 -80.0 06+2 10 7 -90.0 C6+2 10 8 -80.0 C8 +2 10 10 9 9 V C8 +2 10 6 C8 +2 10 7 C8 +2 1 8 06 +2 10 8 C8 +2 10 8 1070 TECHNOLOGY DANE NOKOMIA FL 36375 P.Q 8881529 NOKOM IS, FL 3Mr4 90.0 -90.0 08+2 C6 +2 C6+2 10 10 10 6 8 8 90.0 -90.0 C6+2 C8 +2 C8+2 10 10 10 7 7 7 90.0 -90.0 C6+2 C8+2 C6+2 10 10 10 8 8 8 80.0 -90.0 C8+2 C8 +2 C8+2 10 10 10 8 9 9 90.0 -90.0 C6+2 C8 +2 C8+2 10 10 10 10 10 10 90° OUTSIDE CORNER DPANDANCHORAGE HEAVY DUTY ASTRAGAL HEAVY DUTY STILES E OH HEIGHT L SERIES 770 ALUMINUM SGD - LMI eerle•lbSi Iaxis ea... 002d212 DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' 90° INSIDE CORNER r OH LENGTH •-{ OVERHANG OH LENGTH 8I SEE NOTE 3 scum I NTS 9 a 23 PG70002 OH HEIGHT • • • • u M . • • • • �� • s t �e• lI! • • • • • EQUAL TO 1 • , � � r �.4 • .. • OR GREATER 4 = iv I ii . • .. • OF •!1411+ Approved oe •101 Reda OrddfagCodo ado NOM Mod Brae edrd • •ty4'O�WLvC` • • • ee Robe,tJ.Amon,so. P.E B PE049782 PR.FPARPn • 1:.11 .' _ . , 35955 PH: 571.892.1788 FAX 371$90.1/89 • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •• • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • AAX �• • f—e • x x x x x = FRAME x ANCHORS • = P -HOOK MAX ANCHORS • x x x x x V • x ° It Er M • 1WrL • • • • • 10• 3'MAX M AX 3" ....1 1 x MAX M • ° • x x 6" M AAX • . • �I -..-1 R x x • x 8" MAX. TYP. - ....------ x x x 24' MAX O.C. ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 1/4' ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4' ELCO SS4 CRETE -FLEX 3) 5/18" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7 -9: HEAD & SILL......_.._... 8° MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8° FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11-12. JAMBS & P- HOOKS... 8" MAX FROM BOTTOM AND 21" MAX O.C. UTIUZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. �OSE AT THE HEAD AN LL 8" 3 — - INTERLOCK - — - — - — - — - — - ASTRAGAL - — - 111 3.5' CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 8" MAX 1 BETWEEN CLUSTERS OR THOSE �. 1 •l 1 • •' r- TYP. BETWEEN A CLUSTER AND A / o o 41151 FRAME JAMB OR P -HOOk 2.04" _ 4.051" I 24' MAX O.C. O 0 O TYP. SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. 3.5' TYP. J (3) PANEL, 48° x 96" DOOR FROM TABLE 1, SHT. 7, ANC INTERLOCK CENTERLINE (7) P -HOOK ANCHORS " .■ 0 / 8° SEE NOTE BELOW 14" 5" C4 +2 & CORNERS = (20) ANCH 2 C4 2 • 1 T EXAMPLE OX -90° OUTSIDE CORNER -XO CORN /- SEE CLUSTER DETAILS, INTERLOCK CENTERLINE / SHT. 11 D 0 0 0 0 EXTERIOR Arad Flx R°wYBF d er 5440 SMC Oar 01175/10 7LRc 11/15079 7.75. Rabb= 8 Xxxxxlc A Ceded 80 RJA 3.5" -` I+- 3.5" - rl 24" MAX O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL SEE CLUSTER DETAILS, SHT. 12 PER AVM DADECOMMENTS PER EDAMDADSCOCUENIS DaYx 1070 TECFAOOLOGYDRA/E NOKO7.IIS FL 34275 P.O. BQX 1528 NOKDABB FL 34274 HOR TYPES 2 & 4 IN WOOD SUBSTRATE RS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW C4 2 C4 2 R ANCHORAGE PLAN: I►- 8° MAX O.C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING sGD770 NTS 10 d- 23 PGT0002 (4) PANEL, 60° x 96° DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE IIII� II I I 3.5° 2.04° TYPICAL JAMB CLUSTER FOR DETAILS M. N, 0. P. &R 4.051° MIN. O.C. NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P-HOOK ANCHORS ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI xx< B EXTERIOR AppeaulascomplyThoilbelo Redd. Datihas Coda NOAd m iz1,.zo oro Mimi Dade dream Casa .� 4114/14.0.R STA OF T 1 4� 1 • • • r413! P.o • PE ee 536 N ROGSWFI R7 MP MR RQC101 -DC4F Fl 39965 PH•39/- 6WI.17RR FAX 12141011-1/R1 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• r L INT. ASTfAGAL OR INTERLOCK CENTERLINE 2- TRACK. ASTRAGAL ! INTERLOCK ANCHOR CLUSTER - C4 rAWMAGAL' INTERLOCK CENTERLINE L a.1c •o Ws PAC 11/1809 IXS RAGAC ER INTERLOCK CENTERLINE INT. 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 1.75 3.5 PEP U4MY OWE COMMENTS 1 INT. 1 2.040 L° 4.051• j 4- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 r INT. L ASTRAG OR 1 -.-- INTERLOCK CENTERLINE 2- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - 05 rAcTRAGACbR INTERLOCK CENTERLINE 4.049 j 3 ffik A = dAL. TiA fEf illa – ANCHOR CLUSTER - 05 INS RAGACaAr INTERLOCK CENTERLINE I 3.5 INT. 4- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 INT. 17LITRACALaR INTERLOCK—•-7 CENTERLINE I 4.072 1 1070 7100010LOOVDRIVE NQWAO$ a3Q76 P.O. ergo= IIOKM113 R.34274 2- TRACK, ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER - CO L 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 INSITMAEUrf INTERLOCK CENTERLINE 4- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - 05 INT. i ANCHORAGE, EXAMPLE CLUSTERS • • SERIES 770 ALUMINUM SGD - LMI • fta SG�770 NTS 1 ^� 23 PGT0002 �A NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. • a1eaho lave Nom 0 . 3ICP Mod e, tC.F+.e.�• ti . � i • p. M r Ei:4dfj7% • • 11 EL • • � t��r y t � • • • • RobelPJ•firtorusmAE. PE 6497@ •T Q': N •49 • I ip Rood Br: Railcar J hdwc ladskor A Vahr 1.1]il.l 7Ara ..R.M..l7211e: bL9 »•=f11F• 141., 1 .111 . :OLY:'1.11.:Rk S 1.11 di:45.1:1.514. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L 0 2.04 INT. �` � EXT. 3.889 3 ! 1 `I I° I" INT \ 2.04 3.889 3.5 1 3- TRACK, 90° OUTSIDE CORNER SHOWN, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT AU. 3 -TRACK CORNERS a 35 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 r DU. i 2.04 io e L. 2- TRACK, 90° INSIDE CORNER SHOWN, 2- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - 08 USED FOR C5 AND C8 INT. 3.5 EXT., 2.04/ I C I I II I I I ' 4- TRACK, 90° INSIDE CORNER SHOWN, 4- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS 3.889 3.6 3.889 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. An 1IF o.As RwsdtlF Die Reolatook MAID 8 PER AIL414 DADECt4 424173 w,.tex Ir. 81C 111009 A A PER MAAIDAOECOMMENr8 tbnlp i1R Mead AA pee SMC 0805/09 1070 TECHNOLOGY DR VE AWICOA118 FL 34276 P.O. BQX 1878 NOKOMlS, FL 34274 ANCHORAGE, EXAMPLE CLUSTERS • • SERIES 770 ALUMINUM SGD - LMl • • aw.ftae ads 800770 NTS PRFPARFr1 RY• P 1 C 11 C Mot 12 a23 535 N CIMRWFI m.•m•• Ar POT0002 B Sr C75 R(X711 FrnaF Fl •• • as • • • • : --- 4 1/4. • • • • Sri • 1 1 Y `TATS • p` ,a Robert J. Amauso, P.E. 37555 17H- 371.030.1733 FAX /714150 •• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1° MIN. E.D. TYP. EXT. 1/4' MAX. - SHIM SEE ANCHOR NOTE 5 SHT. 1 (1 /4" MAX.) EXT. SEE ANCHOR NOTE 5 SHT.1 (1/4° MAX.) CONCRETE N,wder Der per ers MC (NOMA FtwadBF 6,.11: 1111618 Dmm D`Ir S(C OB 9 21/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2 -TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TY? CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 .ri'a W°. 17. Fr'3:Jr 21/18° - 1" MIN O.C., TYP. E.D., TYP. DETAIL E, 2 -TRACK FRAME SILL WOOD INSTALLATION i ,�- nr' �Irltl• 711'1�L, se.a c.. Ri2'.G:x yY,r� 'IiST.` xw"STt. 21/16° O.C., TYP. Ai Ai Ai hi 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 21/15' O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION tamisker A 444:41 frac L- DETAIL H, 3-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 P921OAIOOADECMLAEMB PERUMU [LICECOAN@N(8 Drew 1' MIN. E.D. TYP. EXT. 13/8" MIN. — 13/8 " MIN. • 1/4' MAX. SHIM iwri• IwI • 21/15° O.C. TYP. 13/8° MIN. EXT 1/4" MAX. - SHIM • • SEE CHART, SHT. 1 21/16" O.C. TYP. SEE CHART SHT. 1 1/4" MAX. SHIM ' ONCRETE NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL D, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION WOOD BUQK TYP., SEE z..I4 te_: 3, SHT. 1 SEE CHART, SHT. 1 2 1115° O.C. TYP SEE CHART SHT. 1 EXT. L 1 X 1 L EXT. r w w� SEEANCHOR NOTE 5 SHT. 1 (1/4° MAX.) 21/16' 1° M O.C., TYP. E.D. TYP' DETAIL F, 3 -TRACK FRAME SILL WOOD INSTALLATION ONCRETE SEE CHART SHT. 1 SEE CHART, SHT. 1 SEE CHART SHT. 1 1078 TECKV1710GYORME NOVA FL 34274 -4 2 1/1 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4° MAX) 13/8° MIN. C.. TY?. 21/15" O.0 S - +'CHOR OTE 5 SHT. 1 (1/4° MAX) .:rf71r1 r 1718 u SEE CHART, SHT.1 ~~ 1 ;~• DETAIL 0, 2 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN –� E.D., WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4 -TRACK FRAME HEAD WOOD INSTALLATION 21115" O.C., TYP. 1' MIN E.D., DETAIL K, 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION ANCHORAGE DETAILS 800771 N TS 13 • of 23 13/8' MIN. I1 A! lit ` '• J rp- pp 4 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/8" MIN. SERIES 770 ALUMINUM SGD — LMI NCRETE PGT0002 SEE CHART SHT. 1 e,• • 43 • Applovedar •blaIke Mod& Wain Bge7. �-*0 4.7.(p UV ••••11 Gii•r••••10t8i k it • •• • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • • •• • • • • •• • • • • • • •. • • • • • • • •• • - • • • • • • • • • • • • • • • • • CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/16" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX) 1 318' MIN. 114' MAX SHIM •--►1 k jig) il 1Y WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16" O.C., TYP. fbrislonx AVASIMIS 0 Ccd"0e7 DETAIL M, 4 -TRACK FRAME JAMB WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS Rea el ep. Ode a.nd er. Ogg SAO 01431310 Road* [Mc IVIeRN amp 5x Dec SMC 0$A SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN. 2.693" MIN. • WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 1" MIN. 1/4" MAX SHIM I 1 --1!1111« EXT. DETAIL S, P-HOOK WOOD INSTALLATION PER MU 1SHOE COMMENTS PER 004450403 COMMENTS m e: WOOD FRAMING 1 3/8" MIN. ONCRETE 1/4" MAX SHIM SEE CHART EXT. SHT. 1 21/16' O.C., TYP. CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR I NOTE 1, 1 SHT.1 1' MIN. DETAIL N, 2 -TRACK FRAME JAMB WOOD INSTALLATION 2 1/16" DETAIL O.4 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION 1 3/8" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX SHIM DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2. SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1070 TEC784O1.0O7 ORIVE NOXOMC3 FL 30275 P.O. SQX 9825 NOICOMW, Ft 34274 • SEE CHART SHT. 1 C SEE CHART 21/16" O.C., TYP. 1 1/4 MIN. E.D ►C 1" MIN. 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL T, P -HOOK CONCRETE INSTALLATION 1/4" HIM CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART. SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS — OONCRETE /MASONRY (GROUTED BLOCK ONLY) SGD770 SEE CHART, SHT.1 2.693" MIN. SEE CHART SHT. 1 21/16" O.C., TYP. DETAIL P, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART SHT. 21/16" O.C., TY?. •t.:) •' ° ^ NRY SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1.3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI • • Stver *soft • NTS 14 s 23 PGT0002 B PRI•PARI -It RV. P1C. 1 K: • 838 N [XX3SWhI 1 RT S I"E CPR Roca 1 -IX1F Fl - 2.04 ° 4.051" MIN. i O.C. l 3.5' TYPICAL JAMB (LUSTER FOR DETAILS Mousy, ss ea *She* F9esWs Cede Sate NOAY :"t1P,51.t1,h+41� 4��F,, �.�� EM O' �, • • p ��' 4:751 r•• •rs • -4 .................. • • • Robert e 49Tfi2 Pi. • • • • • 13995 PH. 371 1788. FAX 371.690.1789 ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1' MIN. frr r r -' B o PANEL o PANEL I a TYPE 1 TYPE 1 1 A' n 'QS' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 0 1 1. 0-0 DLO WIDTH = NOM. PANEL WIDTH -T DLO HEIGHT = NOM. PANEL HEIGHT - 825' WOOD FRAMING 1 318' MIN. 2.693' MIN. DETAIL MM. P-HOOK FOR BOX RISER WOOD INSTALLATION 1 314* MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL V, SHT. 18, ANCHORAGE DETAILS A' &'C,SHT.13 \ -DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' &'Q, SHT.13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 2.693* MIN. DETAIL NN. P-HOOK FOR BOX RISER CONCRETE INSTALLATION (ANCHORAGE SHT. 19, DETAILS TI' 'P', SHT.14 EXT. DETAIL'BB', SHT. 19 DETAIL'KK', SHT. 20 HORIZONTAL SECTIONS-13 SEE CHART, SHT.1 ONCRETE / MASONRY (GROUTED BLOCK ONLY) SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 14, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 510 X 1.50* PH SMS PANEL CORNER DETAIL 58 X 1.00• PH SMS (OPTIONAL) FRAME CORNER DETAIL Append as emptying •I11,Ike � _ p a � ,l G Mlad awe Moo. Ctittel t BY n ram ex Odic R.,a+a Rtetittonw 8NC 01N8 B PER MBAW DAD ECOMMENTS Road* arx a.,m,r 8NC flf6Oe A PER MINA IDADECOMMENTS 0wmex oe� oaam6er. 00. SMC DB/D 8 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P.O. 80X 1828 NOKOM IS, FL 34274 ANCHORAGE DETAILS / EXAMPLE ELEVATION. The SERIES 770 ALUMINUM SGD - LMI r • • akekaaltstet 806770 NTS 8Mx 15 d 23 as 8 8 1. TE OF � Cr • • R°b°rtJ•;•g*o, F.j. PE 049752 PGT0002 • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • DETAIL 'CC', WT.DETAIL 'BB', SHT. 19 AIL 'FP, SHT. 1 ♦ ( DETAIL V, SHT. 18, ANCHORAGE DETAIL DETAIL EE, SHT. ANCHORAGE SHT. 14 ANCHORAGE DETAILS N ' DETAILS 'A' & P', SHT. 14 & C, SHT. 133 !a'e SEE FRAME & PANEL CORNER CONSTRUCTION AILS SHT. 15 DETAIL 'U', SHT. 18, ANCHORAGE DETAILS E' OXXX (2 TRACK) &'G'. SHT. 13 EXAMPLE NOTES: DETAIL BB', SHT. 19 •• 1 ETAIL 'CC', SHT. 19 L DETAIL'DD', SHT. 19, ANCHORAGE DETAILS 'O' &'R', SHT. 14 , SHT. 19, ANCHORAGE DETAILS 'S' & T, SHT. 14, 'MM' & 'NN', SHT. 15 DETAIL 'X', SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 PANEL TYPE POCKET UNDER SEPARATE APPROVAL It OXXXp (3 TRACK RIGHT POCKET) DETAIL', SHT. 18/ EXAMPLE ANCHORAGE DETAILS 'F &'H, SHT. 13 RAW 88 DRIA RaeaeP DAC IOWA 8MC 01105/10 8 PER MOANODADEDDa80EN18 7oewex 8410 Deeeee* SASC face ff88M• bats 0805/09 ReAebne A PER MM'AINDADEOOMU138$ Cbsind Cne Rio I 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPUCABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR TRAGAL. 4. P SE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. R4 ° = == Ari PANEL TYPE 1 a I a a la a 1 a 1 L — _. 6'da =a a.Fp__ =a_e =e1 P ema__ =a PANEL TYPE , -90° CORNER -XX (2 TRACK 0 °OUTSIDE CORNER) - EXAMPLE DETAIL BB', SHT. 19 DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'0', SHT. 14 ♦,J DETAIL T, SHT.18, ANCHORAGE DETAILS T &'J', SHT. 13 XXXX (4 TRACK BY -PASS) EXAMPLE E -ES DETAIL'Y', SHT. 18, ANCHORAGE DETAILS IC SHT. 13 &I.', SHT. 14 1070 TECHNOLOGYORNE P.O. SOX MO NOKOMO3, FL SW4 P8FPA HP) RI PTf: f l f• - DETAIL 'U', SHT. 18 ANCHORAGE DETAILS 'E' &'G', SHT. 13 EXAMPLE ELEVATIONS • • SERIES 770 ALUMINUM SGD - LM! Soboleskd 800770 N T S 18 d 23 o.Me PGT0002 • • aaaa B• R1R H enr* PI DETAIL', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 'v-DETAIL'EE', SHT. 19, ` 1 ANCHORAGE DETAILS 'N &P', SHT. 14 DETAIL BB', SHT. 19 DETAIL'JJ', SHT. 20 INT. — EXT. HORIZONTAL SECTION A-A • / �� tn s •• •,,'�. • • *P L `, • s ' , 4KJ • • f,"4 , AL • • o� • • • f ...... llsU) • • • Robea. Ammus• P9 P8 dC9/82 • '0 till' 1:/h HfM'KI Hf l4/• N .$'W . PH. :VI.$0 0-1,M{ 1-148:01-8411-1!119 1 ••• • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • el 5 lt •X PANEL TYPE SEE NOTE a X w ILI w QX DETAIL 'CC', WT.DETAIL 'BB', SHT. 19 AIL 'FP, SHT. 1 ♦ ( DETAIL V, SHT. 18, ANCHORAGE DETAIL DETAIL EE, SHT. ANCHORAGE SHT. 14 ANCHORAGE DETAILS N ' DETAILS 'A' & P', SHT. 14 & C, SHT. 133 !a'e SEE FRAME & PANEL CORNER CONSTRUCTION AILS SHT. 15 DETAIL 'U', SHT. 18, ANCHORAGE DETAILS E' OXXX (2 TRACK) &'G'. SHT. 13 EXAMPLE NOTES: DETAIL BB', SHT. 19 •• 1 ETAIL 'CC', SHT. 19 L DETAIL'DD', SHT. 19, ANCHORAGE DETAILS 'O' &'R', SHT. 14 , SHT. 19, ANCHORAGE DETAILS 'S' & T, SHT. 14, 'MM' & 'NN', SHT. 15 DETAIL 'X', SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 PANEL TYPE POCKET UNDER SEPARATE APPROVAL It OXXXp (3 TRACK RIGHT POCKET) DETAIL', SHT. 18/ EXAMPLE ANCHORAGE DETAILS 'F &'H, SHT. 13 RAW 88 DRIA RaeaeP DAC IOWA 8MC 01105/10 8 PER MOANODADEDDa80EN18 7oewex 8410 Deeeee* SASC face ff88M• bats 0805/09 ReAebne A PER MM'AINDADEOOMU138$ Cbsind Cne Rio I 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPUCABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR TRAGAL. 4. P SE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. R4 ° = == Ari PANEL TYPE 1 a I a a la a 1 a 1 L — _. 6'da =a a.Fp__ =a_e =e1 P ema__ =a PANEL TYPE , -90° CORNER -XX (2 TRACK 0 °OUTSIDE CORNER) - EXAMPLE DETAIL BB', SHT. 19 DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'0', SHT. 14 ♦,J DETAIL T, SHT.18, ANCHORAGE DETAILS T &'J', SHT. 13 XXXX (4 TRACK BY -PASS) EXAMPLE E -ES DETAIL'Y', SHT. 18, ANCHORAGE DETAILS IC SHT. 13 &I.', SHT. 14 1070 TECHNOLOGYORNE P.O. SOX MO NOKOMO3, FL SW4 P8FPA HP) RI PTf: f l f• - DETAIL 'U', SHT. 18 ANCHORAGE DETAILS 'E' &'G', SHT. 13 EXAMPLE ELEVATIONS • • SERIES 770 ALUMINUM SGD - LM! Soboleskd 800770 N T S 18 d 23 o.Me PGT0002 • • aaaa B• R1R H enr* PI DETAIL', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 'v-DETAIL'EE', SHT. 19, ` 1 ANCHORAGE DETAILS 'N &P', SHT. 14 DETAIL BB', SHT. 19 DETAIL'JJ', SHT. 20 INT. — EXT. HORIZONTAL SECTION A-A • / �� tn s •• •,,'�. • • *P L `, • s ' , 4KJ • • f,"4 , AL • • o� • • • f ...... llsU) • • • Robea. Ammus• P9 P8 dC9/82 • '0 till' 1:/h HfM'KI Hf l4/• N .$'W . PH. :VI.$0 0-1,M{ 1-148:01-8411-1!119 1 ••• • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • •• • ••• • • • •• • • • ••• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• PANEL LETTER PANEL LETTER NOTE: P V Agmaciu 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 Db INTERIOR LOpC37fIF LOCXSTLLE R FIXED FIXED S/Nt�1 E M SINGLE ,MFPo.00K LOCKSTTLE en IKSFRLocK T OUT S CS SIMILE LOCKSTLLE RECE IER T A SC CORNER hA°^L L r S LTOXCUTI QS FIXED LOCKSTILE 2D3 ASTRAGAL OLff CORNER f� (ALL PANEL TYPES) EXTERIOR LOCKSTILE INTERLO c S F IXED ASTRAGAL � n y + SQ S INGLE CORNER t� -�-- LOLNC34TlI.E 2 �+ --+�' ON ,HTERLOcK LOGKSTLLE L mar con ASTRAGAL A S If' coRNER _ INTERLOCK r ; °� .: to il NTERLoo RED ASTRAGAL SINGLE SA = - OUT C CS INTERLOCK = 1 k LE E W „ ASTRAGAL ` SINGLE CI CORNER SINGLE IN = 1111. INTERLOCK LOCKSTILE LNTERLOCK C WEAL= ' ASTRAGAL 'C N t INTERLOOCK LOCKSTILE B SINGLE CF CORNER IN sLOcK �° IERLOOC RECBVER ECE LO CK S' LLE F INTERLOCK I LOCICSTLLE RECEIVIBR E INS PP IN S LLE Approvad id complyiag with do RR RR SINGLE INTERLOCK Lot LOCKSTZLE LOCKSTLLE ASTRAGAL LOG764TLLE OUT � f JJ g � NO Cad ITIMIN � By �4L.A4 I a.,...6. l d ASTR4GAL IN LOCKSTTLE Q SINGLE IxrE EIS l!C OCK LoCxsn� G" N'' o` AMES • • tom * • •, • ± + 'R G q� � • LOG'cSII.E 4 , AIT MOLE • ' ° �1 � , 6 114 E I OF • LQcKSTILE AS Add Lip uoda Modem °e �a PANEL TYPES Ali • . ,,,, S ki g t 00 • • • • t '• '�`� • • • • • • PE ' • • RoDm1J FP — PH• - Road* Odd NOICOSLIS FL 94275 FL 94174 r � ® : SERIES 770 ALUMINUM SGD - LMI • *maw tWC Dada tide Ntfld•d A &M PBiI.4d11WOC+GbI•fE9MT8 °` 1 300770 NTS n s 23 N370002 PRRARFII RY• F PG: T , .. . ..; 371= aad= 1,dd1 -U +if$tR� rd� ••• • • • • • • • • • •• • ••• • • • •• • • • ••• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• DETAIL tl SILL RISERS OPTIONS FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER FLUSH FLAT SILL RISER FIXED PANEL SHOWN DETAIL 7C DETAIL W HIGH BOX SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL T DETAIL 'Y' DETAIL 'LL' SCREEN AT HEAD a EXTERIOR INTERIOR (ALL VERT. SECTIONS) 00 0 EXT. 91 © DETAIL Mr SCREEN AT SILL ApplmeAs soLOWagatdi Bam NOM o f By lGt�a L l • ww.. • • • • • NALIL ItruSIM ✓11x0 Row IN Lamar SAC Lar w a2ro as f1pr109 Deo Rows flsokkoe lbotaker A soealISA aa4 PERM8AM 1MOECOLLE 98 PER LIMA DAVE COMIOMRS Ode 1070 TECHNOLOGY ORME NOK0906 F1.39275 P.R 84C 1529 NOKOIIIS, R 39270 Im 8nrlii �imui '_uml �nar., •ti % rto p MES• bii • �I ii.; jhf t►`��91Q,��CfcN i • • ; •* .I t I I */ * r o•o.•I �• 29p OF /11U o.re9� • r M•. 1 *' • VERTICAL SECTION DETAILS ' O R • • flifer SERIES 770ALUMINUM SGD - LMI • • • • T ' • • 61d.Ibdok snit Shut La.iOih R.. • • Roh%taMl/uso. P•. 80DA0 NTS 18 s 23 POT0002 B PE #4,9752 PRFPARFI1 BY: FT( 11 C 835 N COGSW R ( 81 F OM Rfl(KMAX1F Fl 37968. PH: 371 -880 -1788. FAX 711490-1789 • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL BB' DETAIL 'EE' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES AT MIDSPAN DETAIL 'DIY (FIXED PANEL) 4 INTERIOR (ALL HORIZ SECTIONS) EXTERIOR `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7 -9 FOR DP (PSF) ASSOCIATED WITH STILE AT MIDSPAN DETAIL 'FP (FIXED PANEL) DETAIL'HH' AT MIDSPAN DETAIL'GG' (FIXED PANEL) DETAIL 'NN' SCREEN AT JAMB DETAIL Approved u mmplyie• Mtb eee Ibyelikeg Cade fless to risk .i 1•C1,.� -- Mosier tirade" 8YC Dad � Amebae Aawm< odd 11!•80 0878/08 Realm A RAJ PER ARAM DAeECOMMENT8 PER MAIO DAOECOMMENTS Ode 1070 TECHNOLOOYORM AJOKOAOB, R 37$ P.O. BOX 1520 NO1CQ10S, 8.374 HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI • edielb$* 19 a 23 amioa, PGT0002 • • t t J Gb t @ • • • �� i •• E l y ai a i SE OF �, • Si as <4 0 4. • Robert J•1l PA PE #49 - t'ON # •• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• EXTERIOR i—t INTERIOR DETAIL 'JJ' TT Bates IeOd !�f 8yl et I. ��4.l� DETAIL'KK' • • • ....•.: • (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) 'al : • N 40750 a • F :LU • • • • • �� +J� „YtS ' • e • Robert 0A /u c, RE. PE 049752 PREPARFf RY• FTC I I C 535 N PAti.RWH ST SIP C`75. RCXS(I POOP PI 37255 PH 371.580.1788 FAX 871.890.1738 w•a� Dale AMA= waxy Dale 1070 TE NNOLOOYDRIVE FL 34170 P.O. BOXING 710K0A014 R. 54274 HORIZONTAL SECTION DETAILS, CORNERS rre SERIES 770 ALUMINUM SGD — LMI • • s.raum a en+u - oo.alwa ac • 80010 NTS 20 ar 23 PGT0002 A lteas1OF SMC Dale 111000 O M B AsAckaz A m.raax RIA Read* Dale RnNme 874c PER 00450D7/1OECOSSIBV78 • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •' • • • • • • 210 PGT Lkg. # GLASS LAMINATED IG 3116T • 7116 LAMINATED HT-HT PVB 211 17325 ' GLASS LAMINATEDIG 1147 -7/16 LAMINATED HT-HT PVB 212 17328 GLASS LAMINATED* 3 /181 - 7/18 LAMINATED HT-HT SGP 213 17327 GLASS LAMINATED* 1/4T- 7/16 LAMINATED HT -HT SGP ITEM PGT Lkg. # PCT. it Description 60 17325 ' 617325 PANEL STILE 81 17328 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1728 71729 SILL END WEATHERSTRIP PAD 65 17328 817328 WTERLOCK SCREW COVER 67 17329 817329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71696 1 112° X 1" X3/4" HIGH FIN SEAL DUST PLUS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 17305 SILICONE COW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W /LONG TRIM PLATE 76 17308 71032XIFPFX #10-32 X1° FL. SS SCREW W/ TYPE °F" TIP 77 17311 7103239 1032 STEEL ZINC ULNUT 78 17358 817358 3 & 114 OGEE BEAD HORIZONTAL 79 17357 617357 7 18 BEAD HORIZONTAL 80 17359 617359 7/16 BEAD HORIZONTAL 81 17380 617380 9/16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 17354 IGTAPE 1/2"X 1/18" SINGLE SIDE ADHESIVE TAPE FOR 18 BEAD 24 160 8052 48052 ROLLER ADL HOLE PLUG 101 617323 72087 JAMB BUMPER 102 1696 71696 - DUST PLUG 103 8186 78188X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CUP - 6" LONG 106 17352 617352 EXTERIOR FOED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KR- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 4428 710)04PPSDAX #10 X3/4° PH. PN. TEK - S.S. 112 1235 67S18 WSTP, .270X.170• FIN SEAL 113 1712 84088 .187 X.230 FINSEAL 114 688 710X115PPX #10X 1 1/T' 115 688 710)4'PT #10X1" 116 4344 720X1X 81420X1° ST. STL 117 17349 720X112X 61420 X1.5" ST. STL 118 17338 617338 CORNER RECEIVER 119 17337 817337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL ITEM PGT Dag. it PCT. it Description 1 17308 817308 2-TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3•TRACK HEAD 4 17312 617312 41RACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 617317 FRAME HEAD/JAMB ADDON 7 17304 617304 2 -TRA04 SILL 8 17301 617301 2 -TRACK SILL W11 4 SCREEN RAIL 9 17307 817307 3.TRAOC SILL 10 17310 617310 4-TRACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 817315 FRAME SILL SCREEN ADDON 13 17316 817318 FRAME SILL SCREEN END ADD-ON 14 17305 817305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 817311 47RACK JAMB 18 17322 617322 SILL RISER - 0 19 17319 617319 SILL RISER - 0 HOLLOW 20 17321 817321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 617354 SILL RISER - MED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - I-OGH FLAT 28 17333 617333 POCKET DOOR P-HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 817348 POCKET DOOR P -HOOK FOR BOXRISER OPTIONAL PARTS (NOT SHOWN IN THAWING) 40 4319 612258 SCREEN SIDE RAL - LOCCSRLE 41 7LOCKWGSK SCREEN LOCCSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 812258 SCREEN TOP RAL 46 4318 612257 SCREEN BOTTOM RAIL 47 688 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 51 1892 81892 SCREEN SPLINE - .165 52 1894 61894 SCREEN SPLINE - .150 53 61816020 SCREEN GOTH 54 1725 1/2" x 4° x 1116" SITING BLOCK 55 1728 1° X4" X 1/18' SILTING BLOCK 202 GLASS 7/18 LAMINATED HT-HT PVB 203 GLASS 9/18 LAMINATED HT-HT PVB 204 GLASS 7/16 LAMINATED HT-HT SGP 205 GLASS 9/16 LAMINATED FTT-HT SGP Rawl OF ebls NOTE: ALL ALUMINUM = 6063 -T6 Ratans Road &a MC /babas MC 01A6 8 6 Mk WAWA MOO MOM A PER MINN DADE COMMONS AmmW 001.10F Aft SIAC 080809 R1A PER MAW WOE COM EN18 10707ECSINOLOGYORP E NOKOMIS, R.34275 P.O, BQX 1529 NOP OHM, FL 31874 PARTS LIST • ttttttttt !MO 4!75 O•% • • Y, •M ▪ • cf.lkAi. :t4p. i \.. gR� • • • • RObB/1.[. P € • SERIES 770 ALUMINUM SGD - LMI • • • e,W rt 6 lbdt &Wm Mae Ras • sOD770 NTS 21 R 23 P070002 1 PRFPARFO RY• Pill 11 ,15x9 N. 0008WEI ST SYF (179 9 (:KI F F PI 32985.PH• 871-8861789 FAX 371.864 -17R11 • 4- • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 0 •• • • • 0 • • • INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (78) MATL:6063 -T6 (65) MATL:6063 -T6 0.233' 0.062" P -HOOK SCREW COVER (29) MAIL: 6063 -T6 0.062' P-HOOK (26) MAT'L: 6063 -T6 "1 0.750' 4.055" HIGH BOX SILL R SER (24) MAIL: 6063 -T6 0.062" 0.752" (5) MATL• 6063 -T6 f 1 r - 0.750' 3.305' 0.062" P-HOOK FOR BOX RISER (30) MATL:6063 -T6 4.125' 0.062' - 1.050" 0.050' 0.77 9" L *--- 3.25" TOP/BOTTOM BOTTOM RAIL (69) MAIL: 6063-T6 0.06? 1.304' 1.872" SCREEN STILE (40) MAIL• 6083 -T6 r+- 0.750' I tr 2.555' 0.06? 1.019' SILL TRACK (11) MAIL: 6063 -76 3.979' 0.906' 1.467' 1 0.062' --1 I." - FLUSH FLAT SILL RISER (18) MAIL: 6063 -T6 STANDARD ASTRAGAL (67) MAIL: 6063 -T6 GLAZING BEAD (LG.) FIXED PANEL CUP FIXED PANEL RETAINER INTERLOCK (105)MATL• 6083 -T6 (106) MAIL: 6063 -T8 ( 6063 -76 3.979' (79) MATL• 6083 -T6 1.6" 3.125 STANDARD STILE (60) MATL• 6063 46 0232" 2.455' 0232' 1.003" 0.050" 3.205' 0232" 0.757' 0.550" 1.739° HEAVY DUTY ASTRAGAL (68) MAT'L: 6063 46 I+ - 3.125" HEAVY DUTY STILE (61) MATL: 6063 46 0232" 3.955 U Y 0 0.062" -11- -- 0.062" - .-B- - 0.062" -+l-- MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (23) MAIL: 6063 -T6 (21) MAT'L• 6063 -78 (19) MAIL: 6063 -T6 (20) MATL• 6063 -T6 ( MAT'L• 6063 -T6 ( MAT'L: 6063 -76 1 1. 080" 0.709' 1.162" 0.062" 1.888" 1.645" J 0.798' 0.082" P-HOOK MOUNTING ADAPTOR (28) MATL• 6063 46 Aireadameaestheal• des Mtm1 sk,.5 k. l L,4►..1_ • • • • • ANAtdElle e, send 0, SMC •weR} SAC Oabc Dec 11naae Ode 08/0809 rn.sau beta AsAsbox A Clamdef: RLI PER IOW OADEOOr•fEN/S Ode 1070 7ECCy NOCAOYORME NOKON1S FL 34273 P.O. BOX 1@0 NOKOMIS FL 34274 PRFPARFf1 RY• EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI • • • • NTS FTC 1 CC' 22 d 23 53511 (OG' WFI pa 4N`,' • •. 0 • • R°b7E1494'W o,•P�.• A • PE 049732 Fl 37855 PH 371.880.1/0R FAX 371.6104189 u"wu PGT7002 Sf RIF RX:K IFC19P SGUT/0 1 • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 0.081' - 2-TRACK HEAD W/ SCREEN TRACK (2) MATL 6063-T6 6.198' 7.105' 0.081° - 3-TRACK HEAD (3) MAT'L: 6063-T6 9.142" IJ 4-TRACK HEAD 0 - (4) MATL: 6083-T6 5.821" 1.6' Freest* 12.St WWI* Iles Romelltie Des 188689 • 569c taren* Das 05/04/09 INSIDE CORNER ASTRAGAL (120) MATL 6063-T6 Arsoleome CAmbedBy R.14 PERSIMODADe COLIA101121 004 4' 1.211" -- tnr 8.562" 0.080" 4-TRACK S LL (10) MATL : 6083-T6 6.528" 0.080" OUTSIDE CORNER ASTRAGAL (119) MATL 606346 3-TRACK SILL (9) MATL: 8063-T6 6.221' 0.080" 2-TRACK SILL W! SCREEN TRACK (8) MATL: 6()83-T6 4 ' 1070 TECHNOLOGY DRIVE 140102359, a34275 fta arg ism 140190158, FL 34274 1.505" 1.505' 1.505' CORNER RECEIVER (118) MATL: 608346 EXTRUSIONS SCREEN TOP RAIL (45) MATL 6083-T8 1.993' r- 0.875' 0.062' SCREEN BMA. RAIL (46) MATL 6063-T6 1.36" 1.045" 0.062' 7.105' 1.36' 0.081' SERIES 770 ALUMINUM SGD - LMI 0.081" 1.36" 2-TRACK JAMB (14) MATL 6083-T6 4-TRACK JAMB (17) MATL: 6063-T6 9.141" 5.069' 2-TRACK JAMB W/ SCREEN TRACK (15) MATL 6083-T8 Z Sale are bostelb. 500770 NTS 23 , 0 23 PGT0002 A PE ffi49752 PRFPARFnmp vv. 1 i C FAR N =88W1 ST sTF C25 Rncia RAF N '0955. PH. 311-690-1188 I-AX 271.699.1789 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • II • • • • • • D • • • • • This Ins • nent ' e • ed by: Name: - Pennit No. S ARS H.ME IMPROVE 1024 Florida Central Parkway Longwood, FL 32750 Phone: 407 -551 -6000 PRODUCTS, INC. NOTICE OF COMME origin 111111111111111111111111111111111111111 111111 DA, COUNTY OP Y Mat ihlsis• is office on CF-14 20 1.10103565645 OR &k 27394 Ps 1146; tips) RECORDED 08/20 /2010 11:09 :50 HARVEY RUVIF4r CLERK OF COURT 1'IIANI -ci DE COUNTY? FLORIDA LAST PAGE da A D 20 WrrNESS my hand ° d O cial Seal. HARVEY RUVIN ; � RK, of ClrcuR anr �owtP y Souris isky_ �/ ✓� t C /� (, _ D.C. THE UNDERSIGNED hereby gives, informs you that the improvement wi • e made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is • tiled in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description:) s3/ S2. V - 32 - /4 tittu 144.403- Yue Tax,Folio No. /J- �?3J - p 5 -,. -. 0080 a) Street Address: �/e /V&"" /00 Szra,zw Nio ?7Al4.4 a 3 38 2. General description of improvements: /geisfes ,,i 4/iUh '6f) + p , el) ` � 3. Owner Information • a) Name and address: KC)CS 15, Akfp vwx} , (t M `e6-,,44 S- ar-T A4 3 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property: z <•u t✓1 4. Contractor Information: a) Name and address: 5. Surety Information: a) Name and address: b) Amount of Bond: NOTARYPDBLIC,E OP Wm UII4 Tho 4TAT A. Ra A % lijir • Commission #DD721772 ''••,,,.as' xpu'es: DEC. 14, 2011 BONDED THEO ATLANTIC BONDE% CO,, NM FORMS/NOC/VER2007 a . SEARS HOME IMPROVEMENT PRODUCTS. INC. 1024 FLORIDA CENTRAL PARKWAY. LONGWOOD. FL 32750 b) Telephone No: 407 -551 -6000 Fax No. (Opt.) 407 - 767 -8536 c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: Phone No.: 7. Identity of person within the State of Florida designated by owner upon who notices or other documents may be served: a) Name and address: b) Telephone No.: 8. In addition to himself, owner designates the following person to receive a copy of the Lien or's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording, unless a different date is specified:) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS. UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF Z 4O e_ ignature o • wner or Owner's Authorized Officer/Director/Partner/Manager 044e;41- te0C-s' PRINT NAME The foregoing instrument was acknowledged before me this 3/ d of Jay' as 20_1 , b officer, trustee, attorney in fact) for (type of authority, e.g. party on behalf of whom instrument was executed). (name of Personally Known OR Produced Identification _ Notary Signature `.s4 j, j / 4, (..../.1 ` "a/ Type of Identification Produced Name (print) / ® Li A Verification pursuant to Section 92.525, Florida Statutes. Under penalties / lties of perjury, P p ;Jury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ?(- • Signature of Natural Person Signing Above