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BP-05-613Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/13/2005 Applicant: J PATRICK VILLOLDO Owner: VILLOLDO J PATRICK JOB ADDRESS: 1146 NE 97 ST Contractor SYKES ACE HARDWARE Local Phone: 305 -754 -2556 Parcel # 1132050170160 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -613 Contractor's Address: 284 NE 79 ST Permit Status: APPROVED Permit Expiration: 10/24/2005 Construction Value: $14,070.00 Work: REPLACE EXISTING WINDOWS IN 20 OPENINGS WITH PGT IMPACT Page 1 of 1 Legal Description: 5 -6 53 42 PB 43 -51 REV PL MIAMI SHORES SEC 8 LOT 3 Fees: Description Amount FEE2005 -6101 Building Fee $300.00 FEE2005 -6102 CCF $9.00 FEE2005 -6103 Training and Education Fee $3.00 FEE2005 -6104 Technology Fee $7.50 FEE2005 -6105 Scanning Fee $15.00 Total Fees: $334.50 Total Fees: $334.50 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 181 2.5 560 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildjng Inspection Request Date Type Insp'n W N , Permit No. S FbJ — 61 3 Name a Address I t 4G 1 ^ v U 9 Compan `s k ,3 PC HA Phone # 25Co 2 `-t''-r 92_ . Inspection Date CO Approved Correction Re- Insp'n Fee NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FRiST INSPECTION PERMIT NOi3P TAX FOLIO NO. 1 1- 320 - a 7. 46 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ., b. 1 11111 1111111111111111111 11111111111111111111 +C FN 2OO5RO495359 OR Bk 23374 Ps 1 (1as) RECORDED 05/16/2005 11:40:28 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 5 5 3 YV PS 4•3 - S/ ?/ M em: St , vs 5ec- `c Lc+ 3 "8114- 161 Lo k- S• : z e S x I v `! ki c NL 97 5 /1,'c$ 340cs P/ 3'1r) F 2. Description of improvement: Reg /Ce e.X "mss 1 7 7 Iv 10.—/ '7 o 'ei, q r JCTT ,�v =7 11,0_• t J h t 3. Owner(s) name and address: lPc. -b • ,k. U. e 54 Ores / 33/3 8 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Rio Jew Ste- z- - 7 9 S�- rl,'Q� A 3 3/ 3 fl 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address 9. Expirati different Si • tl a 0 n r Pri • er's Name Jo eye.- i DD G4 /. c I- /1'1)410 Sworn to and subscribed before me this u day of Notary Public Print Notary's Name D.e b d irct_ My commission expires: 123.01 -52 PAGE 4 8/02 ce of Commencement (the expiration date is 1 year from the date of recording unless a 414 tayik 20 Prepared by it�G vs-L. Address: Z g `t Pe - 7 9 S f— 'a•�' F/ 3./3X BUILDING PERMIT APPLICATION' FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) y . - J ®�� C. '7 V i l I aS c O Owner's Address //q‘ , / q 7 $ Value of Work For this Permit I i Y� p 7 0 °°— L 6 50 Total Fee Now Due $ .a (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PYR 2 7ti `415 h4 C i t y / i is vL. + Sh v e 5 State g/ Zip Ts 3 F Contractor's Company Name S, � c e 5 � T 4 '� w ° ' '� Contractor's Address 18 Y J(JC - )9 SY City II cam+,• State F-1 Zip 33 / 3 7 Qualifier 'p °eir+ SL A r Suiii ittai Fee $ " Permit Fee $ Notary $ Training/Education Fee $ Code Enforcement $ Structural Plan Review. $ -' Permit No. j31 - Co 1.3 Master Permit No. Electrical Plumbing Mechanical Roofmg Phone # Job Address (where the work is being done) i / i w A- 9 S i City Miami Shores Village County Miami -Dade Zip 3 3 l 3 r Is Building Historically Designated YES NO CCF $ Technology Fee $ 305- - 7S\ - (©S\ Tenant/Lessee Name Phone # Phone # 3 4 5 "7 Sy z S S c Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: l Type of Work: ❑Addition ['Alteration ❑New n LJ Repair/Replace ❑ Demolition Describe Work: `e S �n " jj i .� 2 c� �s s �L'l ,; S tiv +� Q c-, ` V+� .1— r S 7 N " C r1 I °"t 1 TQ, (( U .q r� w 7 Scanning $ Radon $ Zoning Bond $ Bonding Company's Nanie (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence; ent ust be posted at the job site for the first inspection which ' ccurs seven (7) days after the building permit is is ed In the bse e of ch posted notice, the inspection will not b prov and a reins.ection fee will be charged. / Signature Signatur er or Agent instrument was acknowledged before me this 45 20 DS, by who is personally known to me or who hax produced who is personally known to me or who has produced �L bk. Lie- As identification and who did take an oath. as identification and who did take an oath_ NOTARY P Sign: Print: My Chc 12/15/03 LIC: „ii( D-ebora F-eui I 0***. DEBORA FEUGII ie't - 'Mate of Fbdda ICarrarlIonEriesAFx6.2008 CommRslon # DD307676 Stat - Assn. (Certificate of Competency Holder) ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: The foregoing instrument was acknowledged before me this day of , 20 , by NOTARY PUBLIC: r-.1 ^ Sign: /J�-k=e l e. Print: ¢.1('. t3orrC My Commission Certificate of Competen * �►5� 22E5 Contractor tA ie,, DEBORA FEUGILJ NSA ittilia o g ri ' �I�brrda o A BE resApr6, 2008 # ... " Bon gy, Naflonat Notary a 7 ,. *************** * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** Plana Examiner Engineer Zoning • Z r.vm. .vreor� +\ too` \ tr ly 'a 50 Poo. 0S-ci t.04. -15 “a(6.1 v rit 'ty x 505)x, l---� Ai'a0 03 - D(o it .0(„ - '7 5 , .44-1 * te' S 6Ji..10+) E S N i i 1 03'1 x E0`-1% Al °o 01- ocoil .Ofo —15 + V,* 1 ) 1.1•1 HorizmNo \\ 3"1xg8 /s Pot. o3- O Co) Z.Q(o iMvcii 40r;'ke.4.1 of /'r 7 4'x5OS/R 4/oc A";- 0(412.Q(0 -15 +C,(0.�7 �r., 4C'� �Gr ;r.o��vl Qolllr f 3 '13$ • Q Aloa 1 3C4 pc rvo -15 e&r('mrrt H 0 vM M%c 4-» S((ot :1 r' �Otix /e G:1 /2. r50 A/oa 03 - 04,/2 -.0(0 -( +` -75 {6G./ , " 1 �tgfie.o.0 "l'-/ % 505/g Pea. 03- O4ol7 .06 -75 +44.1 1 2(,`[ v' 0 b v-∎ 1 , 4 y CgSCr1e^ W - 7Nx5 Os/ � © O(a11.O?, - 15, +"l0 ING NE 11 bt s4 i� 1 0 !/04✓ A o a ton4C k e:264.) 1‘011cr "IV-2, 5O'I t ,Voa. O - C1012.0(e -75, t c0(0.7 1,x teser42r11( °) (3) 1F' /x t (03 Nock 03 -C( .02. —l� t +10 1v� c4 q.,rt9on' *di tr V3V.t 5V 'it 1` 03 - 0(012.0(, 15 1 + (4.1 Cro f o5e_ l)\ x(03 NC« C3 -Ct.011 . C2 —10.8 , +7O 1Ncfr no! ZoAtel � 0)1er (Y Nick.- 03- 6b12., 44, GXI51 / 1 60.0e Yoo. ceij Zr. fo.tA l.usor.e.. Wi r�et.+ (.1)1 xg1s3 ItJou 03- 0611. o2 - 90, - 1■., Stet\ Sri, a c� riot i L p.ir4� 1`er 3�I x 'V/ Nay C3-0 .06 —75 , + 4 EX; SI1n Rch,r No CK ) e DESIGN WIND LOADS (PSF) 146.0 MPH Exposure C MEAN ROOF HEIGHT (FT) POSITIVE Zone 4 & 5 NEGATIVE Int. Zone (4) NEGATIVE End Zone (5) 13 54.7 -59.3 -73.2 Thornton Tomasetti Group, Inc. CLIENT:. 330 North Andrews Avenue, Suite 450 Ft. Lauderdale, Florida 33301 Sykes Ace Hardware (954) 522 -3690 * (954) 522 -3691 fax STRUCTURE: Jorge & Tracy Villoldo 1146 N.E. 97 Street 08- Apr -2005 Miami Shores, FL 33138 ASCE 7 -98 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES q= (0.00256) *Kz * Kzt *Kd *I *VA2 p (psf) = q[(GCp)-(GCpi)] Basic Wind Speed, V = Exposure Category = Importance Factor, I = Effective Wind Area = Mean Roof Height = Rise /12" of Run = Rf Slope (deg) = Smallest Side of Building = Internal Pressure, GCpi = Topographic Factor, Kzt = Directionality Factor, Kd = Positive GCp 4,5 = Negative GCp (4) _ Negative GCp (5) = 146.0 C 1.00 10.00 13.00 3.00 14.04 48.75 0.18 1.00 1.00 1.0 -1.1 -1.4 BUILDINGS LESS THAN OR EQUAL TO 60 FEET m.p.h. (3 sec peak gust) Enter B, C, or D Non - essential facilities =1.0; Assembly /essential facilities =1.15 sq.ft. (10 sq ft or less provides max loads) feet inches (deg) <= 10 reduces Toad, > 10 provides max load feet 0.18 for enclosed structures, 0.55 for partially enclosed structures For non hilly areas 0.85 for rectilinear structures and ASCE Toad factors, 1.00 for rectilinear structures and ASCE load factors with 33% increase in allowable stress 1. Wind loads are determined in accordance with ASCE 7 -98. 2. Wind Toad calculations are based upon a mean roof height as noted. Contractor shall verify roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless pec values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. Positive (psf) : Negative - Interior (psf) : Negative -End (psf) : 54.7 -59.3 -73.2 4. This document shall be used for determination of wind loads only. Component installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 4.9 feet of the exterior comers of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. H N W. KN ,, ." 1CH, P.E. FL. LICENSE # 41961 Thomton T. 'asetti Group, Inc. FL COA # 7519 08 -Apr-0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29 /03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval' document mentioned above. The submitted documentation was reviewed by NOA No 03. 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 12 13 14 15 18 17 18 RO USI BRASS WHEELS .270 x .170 BACK FlN SIUCON WEATHERSTRIP BULB VINYL 61'62W 62899 0 ea. end o vent top rail 2 per Roller Housing) •vent 0. bat rails & mt.. roll MASTER TOOL VINYL— TECH /P.G.T. SCH GEL OR EQUIV. DOW CORNING TEAM PLASTICS AF -1223 AF- 534571 6WCUP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 PGT.214.XX 7 —M10 -250 70312 7826 -187 899 OR 99 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE OIE CASTING MASTER TOOL NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/18" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACTTE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF © 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PIS LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) 1JTE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P18 LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 0 1 1 j X 6' 83' MAX HEIGHT 1 _ 58 1/4" MAX FIXED LITE DAYUGHT — OPENING 74" MAX WIDTH 33 5/8" MAX 33 5/8' MAX DAYUGHT DAYUGHT OPENING OPENING 57" MAX VENT DAYUGHT OPENING MAX 8" MA1c ( I r 1 8 " MAX 6" MAX. 4' MAX —•1 ..-� 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION M DESCRIPTION Y.T. 4 QTY. /LOCATION 1 FLANGE FRAME JAMB (Alum. 6063 —T5 12225 2 2 FIXED MEETING RAIL Alum. 6063HS —T54 a 54A 1 3 SASH M NG RAIL Alum. 6063HS —T54 e06C 1 SASH SIDE RAIL Alum. 6063 —T5 61 30 1 GLAZING BEAD :Alum. 6063 —T5) 6534571 8 WINDLOAD ADAPTER (5 7/8' RIGID ) 1207 1 (0 midspon of frame sill) FLANGE FRAME HEAD IAlum. 6063 —T5 12237 1 FLANGE FRAME SILL `Alum. 6063 —T5 :12238 1 FRAME SILL ADAPTER Alum 6083 —T5 :12239 1 SASH IP : ,uAIL Alum, SCREEN RETAIN ft Alum. 6363 —T5 6 .350 LAMINATED USING 5 16' .350 LAMINATED USING ANTI —LIFT CHANNEL (Alum. 6063 —T5) 10 x 1.000 Ph. FI. SMS 6 x 1.000 PH. PAN SMS WEATHERSTRIP. THIN WALL BULB VINYL #8 x .500 PHIL Fl SMS Ne x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING I.G. 1 8 HEAT STRENGTHENED 30 GLAZING BEAD .13 16 I.G. 8063 —T5 ' 67 31 WSTP. .187 x 230 BACK, FIN SEAL 1060 1 0 MEETING RAIL 32 13/16" I.G.. 1 /8" HEAT STRENGTHENED GLASS. 3 8" SPACE. 5/16° LAMI 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS d PER SHT 5. HEAD & SILL; itsessiD MAX. 6' FROM CORNERS. • _ __ al~b us MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX 15" SPACING. Jain MAX FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 I 1 14 1 Robert L. Cab. P.F. PE M39712 2 1 UTES OF 1 8 ANN so GLASS 2 UTES 1/8 HEAT STRENGTHENED GLASS 612244 1 0 midspan of vent) 10X1 4 Windload Adapter screws) 8X1PPA 2 for anti —lift charm I) 6TP247 8 1 per Glazing Bead 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 81PQA 22 Frame/Vent easy. screws) 1096 1 11.5" from ends— t mtg. rail) 2 if height is >= 42 0250 3 1 0mids.on 2 1 4 from ends 1070 TEc NNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 MOMS, FL 34274 F.K. 6/02 Drawn Pp O.8. 2/16/98 ALUMAX INDALEX IN MOTE 1 VENDOR VENDOR / AF -12225 64054A 84006C NDALEX 64067 SCHLEGEL OR EQUIV. 610606 (1/8" HS. .090. 1/8" HS) OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW moil Yodeb Sahc Sowt Droving .... HS -710 NTS 1 w 6 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1 /8" ANNEALED) C. 13/1W LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118"HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60:000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 68.7 66.7 68.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 68.7 66.7 68.7 66.7 66.7 66.7 65.5 60.8 58.2 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 -58.2 44.000 66.7 66.7 66.7 66.7 62.0 58.9 56.6 53.7 51.3 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -58.6 -53.7 -51.3 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 48.3 44.2 -75.0 -75.0 -75.0 -81.6 -54.8 -51.7 -49.0 -48.3 -44.2 59.000 66.7 66.7 66.7 58.0 46.0 43.0 41.2 39.1 37.4 -75.0 -75.0 66.7 -75.0 -58.0 -46.0 -43.0 -41f -39.1 -37.4 60.000 66.7 68.7 55.0 45.1 42.2 40.4 38.3 36.8 -75.0 -75.0 -75.0 -55.0 -45.1 -422 -40.4 -38.3 -36. 61.000 68.7 66.7 66.7 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 -75.0 -75.0 -542 -44.3 -41.3 -39.5 -37.4 -38.1 FTL -1969 & FTL -3740 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1 /8"HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 83.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 68.7 66.7 66.7 66.7 66.7 68.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 56.7 68.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 68.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 68.7 66.7 68.7 68.7 68.7 68.7 68.7 66.7 68.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75:0 -74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -722 62.000 66.7 66.7 66.7 86.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 -70.9 63.000 66.7 66.7 66.7 66.7 66.7 68.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -69.6 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. T Al 1ND ES ` l L a.% P.E. PE 539712 85tcE"W 1070 TECHNOLOGY 09%E NOKOMIS. FL 34275 P.O. 803 1529 NOHOMIS. FL 3427 Hovel Darr F.K. 12 29/C13 F- UPDATE TABLES 4 4/03 Dorm D.B. lteristerter 7 23/03 DBE 3 t&r' lierhdonn 1J/rr L s s /o2 r o TABLES 2/16/98 END GLASS TYPE COMPARA nft ALUMINUM HORIZONTAL HS -710 NTS 2 a 6 TIVE ANALYSIS SLIDING WINDOW Wowing Na 4112 G 62.000 66.7 68.7 66.7 53.4 43.7 40.5 38.7 36.8 35.5 -75.0 -75.0 -74.0 -53.4 -43.7 -40.5 -38.7 -36.8 -35.5 66 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 63.000 7 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -36.1 -34.8 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM © OR DUPONT PVB INTER LAYER 1/8" ANNEALED OR HEAT — STRENGTHENED GLASS 3/8" AIR SPACE 1/8' HEAT STRENGTHENED 1 GLASS ®9 OR®2 OUTSIDE 5/16" LAMINATED 13/18 NOM. GLAZING DETAILS: 13/16" (.825) I.G REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2" GLASS BITE TYP. INSIDE OUTSIDE 1/8" ANNEALED GLASS © 2 .090 INNER LAYER (DUPONT W /BUfACITE OR SAFLEX /KEEPSAFE MAXIMUM) ® 1/2" �� --� GLASS JNSIDC 0 I t I 4) 1/8' ANNEALED GLASS T IN STRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rwad 9y: Dal= F.K. 12 29/03 Rawl By: F.K. 7 23/03 F.K 4 4/03 p 6/02 D.B 016/98 Row B law OUTSIDE Lije � 1/2" GLASS © F' 1, INSIDE S1 ENG EKED 41._ GLASS 1/8' HEAT STRENGTHENED GLASS 11110SUCT MAIM GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS "jy moor GlE6tlfE 11DI 18 BATS JIFF Rrolalage F41101 17 SCALE RMrmc E —ADD 13/16' L G. D -ADD GLASS 7YPE SECTIONS & GLAZING DETAILS .090 INNER LAYER SA Ex/ IMX ALUMINUM HORIZONTAL SLIDING WINDOW Sds /Motli SMr Short Drawing Mx Rev: Hs - 710 NTS .3 a 6 4112 G EXTERIOR VERTICAL SECTION ROUGH OPENING MAX VENT DAYLIGHT OPENING ROUGH OPENING 2.784 MAX. WTI HORIZONTAL SECTION 1070 TECHNOLOGY ORVE NOKOMS. FL 34270 P.O. BOX 1329 NOKOMS. FL 34274 EXTERIOR Di eyt o�.r D.B. 2/T6/98 Arad by Dolt Rwbitao F.K. 12/29/03 646111 W fE11 ffi CUSS JIFF F.K. a Raiding / 23/03 F-149 CMG THS 911 Rood . 4. 4/03 E—ADD 129 -132 11 70 7 y /6/02 D GLASS TYPE SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW Swim/1W* Swim Arab liming Na R/r. HS -710 NTS 4 d 6 4112 G APPROVED WOOD BUCK (SEE NOTE 4.) ©3/16' TAPCON (SEE NOTE 1) &3 18" TAPCON (SEE NOTE 1) TYPICAL HEAD' SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHCRING 1 1/4 MIN. 1/4* MAX. SHIM • 1 1/4' MIN. TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW 1/4 MAX. SHIM APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. 1/4* MAX. SHIM #12 WOOD SCREW ®3/:6 TAPCON (SEE NOTE 1) 1/4- MAX. SHIM 1 1/4" MIN. /4 (// f Rol.L Met PE. PE 039712 Strl NOTES. 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1989 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4' MAX. SHIM r APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING mama genial Arosw •r Ole :AVM r. } 1070 TECHNOLOGY ORVE NOKOLKS, FL 34270 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4* MIN. 1/4" MAX. SHIM #12 WOOD SCREW Road er F.K. Road Br f.K. R _ens RKIr c 6/02 2/ D B 16/98 APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 29/03 7 23/O3 4 4/03 0-an d /12 AR F- 3/16 TAPCONS ENCHG THIS SHT NOTES 3&4 1 1 /4" MIN. ANCHORAGE ALUMINUM HORIZONTAL SLIDING' WINDOW Draring HS— 0 NTS 9 5 a 6 4112 1 G .705 .062 2.784 .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 .678 .050 ® 5/16 GLAZING BEAD 6063 -T5 ALUM. 1.18 1 iI 2.074 .062 0 FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1 1.187 062 1.403 0 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 - ++II .723 .688 T © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 062 1.183 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1.373 1.273 7 1-•- 2.710 0 FLANGE FRAME HEAD 6063 -T5 ALUM. ® 13/16 GLAZING BEAD 6063 -T5 ALUM. MIES (6j �! RabetL Mfg. P.B. FE 169712 1 .062 1.187 1.081 --.{ ® SASH MEETING RAIL 6063HS -T54 ALUM. 1.097 .683 Eli 1070 TECHNOLOGY DISVE NWCWDS, FL 34275 P.O. BO% 1529 NOKOMIS. FL 34274 1.122 .062 1.349 F 1.970 1...1.2717 ® SASH SIDE RAIL 6063 -T5 ALUM. .062 - 2.094 1- 2.710 - ® FLANGE FRAME SILL 6063 -T5 ALUM. eaosscr moor F.K. 9/6/02 0 -NO CHG THIS SHT Drawn sy Data: F.K. 11 /2/01 Daa=wDaa EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW SofoOdolat Sada Shish &wino No. Rar HS - 710 NTS 6 of 6 4112 G M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in arras other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel NOA No 03- 0611.02 Iratlon Date: May 22, 2008 royal Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (I) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F - 4. F. FOR 1-1-1 "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL`-'WS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & T ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 •- • • • -,, • x 0 x 0 x CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED ea complying xith the Florida Bolding Code Aoceptaace No iratba 1 Due I . 740 /c2 mown or F.K Read By: F.K Rao d Draw By: F.K. 3/17/03 3/25/03 paw 08 14: 12/17/02 A Ravtdaea B ReNdme: C OhockedSY REVISE ANCHORAGE NOTE 4 ADO t3/16' I.G. & MOVE GLAZING DETAILS TO SdEET2 NO CHANGE THIS SHEET D"a: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 PG" Visibly Berms NOTES AND TABLE OF CONTENTS Toe: ALUMINUM CASEMENT WINDOW, IMPACT S.nrs"8rt CA -740 Stake NTS Nee 1 m 12 +»9118 7045 -8 Lucas A. Tumor, P.E. PE 958201 Mechadcal -� .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED GLASS 1/8" HEAT STRENGTHENED GLASS 1ul 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS ®® l .65° NOM. GLASS BITE rut 7/16" LAMINATED GLAZING DETAL 0 0 .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. GLAZING DETAIL 3/8" AIR SPACE y 1/8" HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as complying wills the Florida Balding Code Acceplaocc No Es ration Daft Road By RIG Raved ay F.K Reread Drawn 57 F.K. Date 3/25/03 oat: 7110/03 Bat: Date: 03/25/03 Ra6l"ts B C Redstarts, chaateder. REDRAW GLAZING DETAILS & ADD 13116' I.G. NO CHANGE THIS SHEET Date: 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1121GT Visibly Better Otsaipow GLAZING DETAILS Mb: ALUMINUM CASEMENT WINDOW, IMPACT CA -745 Scab NTS ahwc 2 m 12 daW 7045 -8 For C Lucas A Turner, P.E. PE 458201 Machentcal 1 1/2° CENTERLINE t 11/2 " � �\ ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) � l 13" MAX. O.C. 4" MAX, f 4" MAX. ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. - DAYLIGHT - OPENING 37" MAX. VENT TYP. ANCHOR LOCATION TYP. 7' 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NO 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT - OPENING 11 4 1 0 13" MAX O.C. 60" MAX. FIXED 4° MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -DAYLIGHT - OPENING 13" MAX. O.C. f ELEVATION "A" - 63° HIGH "XOX° (SEE SHEETS 6-8 FOR PRESSURES) 4" MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT 1 74" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING 141/2" MAX O.C. TYP. SEE METING RAIL/DETAIL r TYP. (2) X ELEVATION "B" - 63" HIGH °XX° (SEE SHEET 5 FOR PRESSURES) A NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I-- - 1 14 112" MAX. O.C. VENT HEAD & SILL ONLY 1 SEE MEETING RAIL DETAIL TYP. (4) PRODUCT REVISED es c"mplyiagwith the Maids B iding Cade Acceptance Na 9 -0 . u. 2 E dun Date 2,7 V 4 A , By . ( 1 ii 2 -- Miam ?redact C.. 4 Div 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT mar F.K. Nesad 9y F.K. may: F.K Orar° F.K. Dam 3/17/03 3125/03 Oats 7/10103 WIC 12/17/02 A B Re C Chea°r1Sy REVSEANCHORAGE CHANGE SHEET NO. REFERENCES ADDH/NGE LOCATION DETAILS Daft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T- Visibly Better D " XX " & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Sarmalode CA•740 NTS Stoat 3 a 12 &k1° 7045 -8 Rsc C Lucas A Tumor, P.E. PE 458201 Meahanlcal SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. f 32" MAX. WIDTH 25" MAX. DAYLIGHT ING 4" MAX. -J L. ELEVATION (SEE SHEET 5 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 141/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. "C° - 72 HIGH "X" FOR PRESSURES) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. A, DENOTES HWGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 72" MAX. HEIGHT 4" MAX. 4" MAX. - SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4° MAX. L 37° MAX. WIDTH 30" MAX. DAYLIGHT OPENING 141 /2" 4" MAX. MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT I- - i-1 --13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. I 56° MAX. DAYLIGHT OPENING L_ 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 • • 0 A NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I . I 13" MAX. O.C. ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) -- 37" MAX. VENT ► 60" MAX. FIXED ELEVAT ON "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) _ 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as complying with the Fhxtda Raiding Code Acceptaaee No E adon Date Ressdar. F.K NmsdBy F.K. Amodar. F.K Diem Sr F.K. Maw 3/17/03 3125103 REVEEANCHORAGE CHANGE SHEET NO. REFERENCES Oak: 7110/03 Otte: 12/17/02 Rs"ebne: A ReNebne: 8 Rerl ter c C Chaded er F.K. ADDHINGE DETAIL 8 HINGE LOCATION NOTES Deta: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 Visibly Better "O, "XO" & "OX" ELEVATIONS eft ALUMINUM CASEMENT WINDOW, IMPACT Sedgy CA - 740 See. 'sheet NTS 4 m 12 mama rm 7045-8 Row C Lucas A Turner, P.E. PE 158201 Mechanical COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5i16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT 50.625 NEG POS -90.0 70.0 Ix" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B,E A B,E A A B,E A B,E B,E 26.000 NEG POS - 90.0 70.0 54.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -90.0 70.0 -90.0 - 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG POS -90.0 70.0 - 90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 - 75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 '67.9 70.0 43.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 48.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 - 75.0 -49.9 -75.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 I 60.000 NEG POSI NEG POS -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 ,70.0 42.2 70.0 41.1 70.0 63.000 NEG POS -90.0 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 ,-90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 NEG POS, -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 66.2 70.0 51.3 ,70.0 45.6 70.0 69.000 NEC POS -90.0 70.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG POS -90.0 70.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL 'X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1- 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS GLAZING OPTION: A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT " WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48.000 NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 625 NEG -75.0 - 75.0 -75.0 -75.0 -63.9 -58.9 -54.9 -51.1 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54.000 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 TEST REPORTS: FTL-3582 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63.000 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH I -75.0170.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) IOC" WINDOWS TEST REPORT: FTL-3580 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPOONS OR #12 SCREWS DESIGN PRESSURE FOR °)0(" WINDOWS 18 LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Florida Raiding Cede Acceptance Itta Ey Alta Div • Product Co tined ey: F.K. Rend sr F.K. Rend sy: Darn lity: FJC aster 7/10/03 Dare 12/17/02 A Meant es REVISE TABLES 1 AND 3, GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET 1070 TECHNOLOGY OR1YE NOKOMIS, FL 34275 P.O. sox 1829 NOKOMIS, Fl.. 34274 PG" Visibly Better Dessepastr ALUMINUM CASEMENT WINDOW, IMPACT drlaslaIodat CA-740 Saar NTS alma 7045-8 ROK Lucas A. Turner, P.E PE 5513201 COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4 -1,2 -114 XOX" WINDOWS TEST REPORTS: FTL -3582 I FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8" S) C. 7/1 LAMI (3116 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS.3/8" SPACE,5/16" LAMI -W/ 118 "HS .090 1/8"HS) "0" WIDTH "XOX" WIDTH I � EIGII 7 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 38.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 '67.9 -59.0 59.0 -52.8 528 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 -55.7 55.7 -49.8 49.8 -46.9 48.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -82.4 62.4 -58.4 58.4 - 63.3 63.3 - 56.4 56.4 -53.4 53.4 - 50.0 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.3 54.6 -59.3 59.3 - 53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 421 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 551 -51.4 51.4 - 48.6 48.6 -45.3 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 - 46.9 46.9 -43.5 43,5 -41.3 41.3 - 39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -88.8 86.8 -83.5 63.5 - 60.5 60.5 36.2 53.125 106.375 A -75.0 70.0 - 58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 - 38.0 38.0 - 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70:0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 68.5 66.5 -63.0 63.0 - 60.0 80.0 -57.3 57.3 54.000 108.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 - 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 - 35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -71.8 70.0 56.4 35.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 - 59.1 591 - 56.4 55.500 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -43.3 43.3 1 7.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37 2 - 35.4 111.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70 0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 -68.4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57 5 - 54.8 54.8 57.000 114.000 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 1 6.2 46.2 -42.5 425 -41.2 41.2 -39.8 39.8 -38.5 38.5 -38.7 36 7 - 34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 700 - 69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70 0 - 66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 - 53.2 53.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 - 40.9 40.9 14.8 44.8 -41.3 413 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69 0 - 64.9 84.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 - 40.4 40 -39.2 39.2 -37.6 37.6 - 36.7 36.7 - 35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" _1MI (3/16 "HS,.090,3 /16 "HS) ALL "O° SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH t -90.01 70.0 1 4 X 1 2 0 4 X 0 NOTE: IF USING 3/16" TAPCONS OR I /12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR °XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT itEV ISED ag complying with the MOANS Raiding Code Acceptance No t . ira9Yea Date 1 740/a 3 "nand ay: F.K. 14.A.197, FX. Revd By F.K. Dram Dr F.K. Dare: 317/03 Data: 3/26/03 Oats: 7/10/03 12/17/02 Resistorm: A Revmwm: e Revisions C docked BY• REVSE TABLE 6, G.ASS TYPESA & C ADDGLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET Dare: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P. BOX 1529 NOKOMIS, FL 34274 PG" Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS rar ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS Shaer I Omen g 6 '1 12 I 7045 -8 Row C Lucas A. Turner, P.E. PE 158201 Mechanics! COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" W NDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 - 60.3 60.0 - 58.5 58.5 -562 582 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 - 58.2 58.2 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 •61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 °HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) ALL "XO' OR °OX" SIZES UP TO 74.000" WIDE x 63.300" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 10. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16"HS) ALL "X0' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °X0" OR "OX" AND "XOX° WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X O O X PRODUCT REVISED as complying with the Florida Dui:ing Cade Acceptance Ho E • don Date By . . ?mind C.; `7 /!o /83 Reesd er: Henri By F.K. F( Vale: 3117/03 Deter 3/25/03 Rend FK 7/10/03 Rawson. A R.a» B C Dream By: nab: Checked Br: Dabs: F.K. 12/17/02 REUSE TABLE 8, GLASS TYPEA ADO GLASS TYPE c TO TABLE 9 NO CHANGE THIS SHEET 1070 TLLHNOLOGYORIVE NOXDMIS, FL 34275 P.O. BOX 1529 NOIOM1S, FL 34274 Vesaiplem PRESSURES -XO, OX, & 1/3- 1/3- 1 /3XOX WINDOWS Tem ALUMINUM CASEMENT WINDOW, IMPACT Serfesdee.• CA -740 sow Shea o„vroa NTS 7 a 12 704 Luca3 A. Turner, P.E. PE 448201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 X - GLAZING OPTIONS: A. 5116" LAMI (1 /8"A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3116 "A,.0903/16" HS) I E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAM S) I -W/ 1/8 "HS,.090,1 /8 "H FTL -3582 FTL -3729 "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGH 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 UNEQUAL UTES NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 - 53.3 53.3 - 50.5 50.5 X 2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 - 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 - 39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -73.8 70.0 UNEQUAL UTES C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 - 43.6 43.6 -41.1 41.1 O - X -- B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 - 77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 - 53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 - 48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 66.3 65.3 -63.1 63.1 UNEQUAL LITES 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 - 40.7 40.7 -38.6 39.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -88.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 73.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 59.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 73.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 X 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 - 402 40.2 -38.7 38.7 - 36.9 33.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 - 62.5 62.5 -59.2 59.2 -56.5 56.5 - 53.8 53.8 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 - 40.4 40.4 ' - 38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34 3 PRODUCT REVISED as complying with thy Florida Acia cco ! , . E piratlan Dale ,, Pk ri oaf By l / „jr,. M' - U dginduct :r^rP D B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 - 68.6 68.6 C -90.0 70.0 -90.0 7 0.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 - 40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C -90.0 70.0 -90.0 7 0.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 - 43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 _ -55.9 55.9 -53.0 53.0 - 50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 /.; " , 74C 3 Lurae A Tumer, A.E. +'8458231 Maehanfcd GLAZING OPTION: D. 7/16' LAMI (3/16"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "<O" OR "OX" AND °X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. Reix4 Br F.K Gale: 3/17/03 Revisions: A REVISE TABLE 11, GLASS TYPESA & C 7070 TECHNOLOGY DRIVE NOFOM!S, FL 34275 PO. BOX 1529 NOPOMI.5. FL 34274 131111 PRESSURES- UNEQUAL CONFIG, X0, )X & XOX Rev By: Fit > 3/25/03 Re Akar B ADO GLASS TYPE! TO TABLE 11 Toe' ALUMINUM CASEMENT WINDOW, IMPACT Rows, By: F.K. Gram By: F.K. Disko 7/10/03 Gme: 12/17/02 Revisions. C Peden By NO CHANGE bat" THIS SHEET Visibly Better Seeeeetotlar. CA -740 Sat* NTS 8 w 12 Darns "o ' 7045 -8 iU MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING 0 (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME .7 REFERENCE "XO" & °XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX WW° MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED es complying 'Mb the Florida Darling Code Acceptance No / • ! • s Ea Ito i . Dy MIam e Product Caatrol. ? o % Rend RR F.K. Data: 3/17/03 ORR 3/25/03 Rend By. F.K. Rend By: F.K. theae� F.K. aeN: 7/10/03 0alc 12/17/02 Re,airoe A Revisions: 8 Revisions: C GNakedB} NO CHG THIS SHEET ADO 13/18• I.G. GLAZING BEAD ITEM SHOW TOP HINGE ORR 1070 TE DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOK3MIS, FL 34274 Visibly Berner Ossatalcor SECTIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT sew CA-740 NTS Sheet I aeeee No. 9 0. 12 I 7045 -8 C Lucas A Turner. P.E. PE 858201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3° APART AT WID-SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL .438" 34" 2.854° 062" 1.159° 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A L2.78 FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" PRODUCT REVISED as complying with Ike Roots Raiding Cork Acccptance No irrtloa Date &met* F.K. He By F.K Retaar F.K. Drees By F.K. Oaten 3/17/03 3125/03 Dam: 7/10/03 Dater 12/17/02 A Revisions: 8 Reviskvn C Checked Bin REVSED FRAME ASS'YDETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Da": 1070 TE:HNOLOGY DRIVE NOOMI5. FL 34275 P.7. 1529 NOKJMIS, FL 34274 P Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Seneeneder CA -740 NTS Mot ca e m Iva Ran. 10 a 12 7045-8 C Lucas A. Turner. P.E. PE 459209 Maiuuical PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 n 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 78IPQA 781 PQA 67017K 78X78PPSMS 7858ZA 710x12FP 611'247 6163K 61635K 60976 78x12PSTW/B 67004 7I2XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, ST,L & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 12"X1/2 "Xl /8" CLOSED.CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE #10 -24 X .562 PH. PN. TYPE F MULTI -LACK KEEPER (LH. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPl•7(ATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 P}I. PN. TYPE B STUD BRACKET (LH. &RH.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" }1JNGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1/8HS GLASS) .090 INNER LAYER - SOLUTLA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/l6A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16ES & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE #12 X I" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ITEM 73 74 75 80 81 82 83 85 86 DWG # 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 78IPQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 08X1 QUAD PNSMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) LG. GLASS (1/8"HS,3/8 "AIR SPACE,5 /16"LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" .050" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" -1 r .350" 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" .865" 1.000" CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .172" .870" .125 " -- -� 1124"J-»"-- .09:3" °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A I_II .050" .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 2.701" .062 " ��� J 993" r-r.289u � .040" I NSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 PRODUCT REVISED as camplyis5 with the Florida Balding Cede Accsptaacs No Ireton Date 4' •i,- 1 rAt,//Ln By Product Diehl Rand ay F.K. F.K. Rand Ely: F.K. 0,44,18y: F.K. bar 3/17/03 rialar 3/25/03 Data: 7/10103 Dam: 12/17/02 Ram A veviscaz B ReMsfm" C cheated ax NO CHG THIS SHEETe ADD 13/16" I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET Dam: 1070 TOHNOLOGY DRIVE NOIOMIS FL 34275 P.D. BOX 1529 NOKJMIS, FL 34274 I 13 GT Visibly Better Desoptbn PARTS LIST & EXTRUSIONS TRW ALUMINUM CASEMENT WINDOW, IMPACT SMaAbeet CA-740 NTS 11 12 a.ae Rs" 7045 -8 I C Lucas A Tumer, P.E PE #65201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) NOTES: 1/4" MAX. SHIM #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1f2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16° OR 1 /4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 1/4" MAX. SHIM 3116" OR 1,4" TAPCON (SEE NOTE 1 is- BELOW AND SHEET 1, NOTE 4) 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3116 "OR1 /4 "TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK PRODUC REV SED as complying with the Florida Balding Cote AcceptaaceNO / ' 1 1 iration Date ., /Y 1i r: IL! . .4 Miami Ptudaet oalmll Dish Rend Br F.K. Revs, tr F.K Rent By Ore", sr: F.IC Data 3/17/03 Daft 3/15/03 Dam: 7/10/03 Dew 12117/02 ReMeimm: A Revision: B Rmtslme: Chscied ADD O #14 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE 77-11S SHEET Data 1070 TECHNOLOGY DRIVE N0K3A0S, FL 34275 P.7. BOX 1529 NOKOMIS. FL 34274 PrT Visibly Better Deaapt"r ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sereeaabrtet CA -740 NTS steer 12 0 12 Datong ft 7045 -8 RIPC C Lucas .Turtrer, P.E. PE 058201 Mechanical `7 /( C/ 3