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WS-12-182Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 172548 Permit Number: WS -2 -12 -182 Inspection Date: April 25, 2012 Inspector: Bruhn, Norman Owner: BEEHNER, ZACHARY Job Address: 57 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130400 Phone: (305)264 -0446 Building Department Comments INSTALLING 13 IMPACT WINDOWS AND 3 IMPACT DOORS Passed I_ Inspector Comments CREATED AS REINSPECTION FOR INSP- 172314. CREATED AS REINSPECTION FOR INSP- 169517. NO PERMIT AT SITE. JR Window glass must be confirmed. Door #7 does not match PA. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 25, 2012 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (30S) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: S 1\1 E S - 6.e.e,4 00E0E1MT—a It APR 252 2 JIIJ By: ......... ....mmmaomo FBC 20 Permit No. W S -- 2—i2 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: B Is the Building Historically Designated: Yes NO `,/ Flood Zone: OWNER: Name (Fee Simple Titleholder): Sant a1YL AIN Ret% A..eAC Phone #: Address: S "] N E erS S41'2-e,+ City: MI Gorni SkA 0 f `•LS State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: PrAtvie C-4w\ SA-De vvk Rr o +ec + ob Phone #: 3 °S - S 3 - 0 5) y Address: 74 7 4 "1(7 City: N\\ GW1.1 Qualifier Name: State Certification or Contact' Phone# DESIGNER:' State: Zip: 3 31SS Phone #: 2�7 Certificate of Competency #: S2 (3 Email Address: Lou r airs Q. NS.? W) 1•100v4 s • C o m eer: Phone #: Val , i + f+ " s Permit: $ Square/Linear Footage of Work: Typ i ti Addition ❑Alteration ONew URepair/Replace ODemolition Descriptia ,of Work: Pr-ov \+■5 Coe r ec.4 e,r o cit u c.1- 12_ eV r 102. g . ******** * * ** * * * * * * * * * * ** * * * * * * * * * * * * * ** Fames************* * ** * * * * * * * * * * * * * ** **** * *** * * *** Radon Fee $ Submittal Fee $ Permit Fee $ ss CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc' <t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsen.e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur Owner or Agent The foregoing instrument was acknowledged before me this The fore - oin s trument was ac . . ' ledge bbefore m day of , 20 _, by , day of , 201 2., b who is personally known to me or who has produced who is . -rsonall known to me or who has produced As identification and who did take an oath. C' NOTARY PUBLIC: Contractor 2 ratification and who did take an oath. N 0 TARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPROVED BY My Commission CLAUDIA V. CUBILLOS »1. .1 My Comm. Expires Sep 23, 2015 'I, AI...47 Commission # EE 128810 Bonded Through National Notary Assn. '!_ -/ Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) AMERICAN STORM PROTECTION CORP. SALES - SERVICE - PERMITTING - INSTALLATION "Exceeding Expectations One Client at a Tome" 10801 NW 14 Street # 103 Miami, FL 33172, 305-528-8213 Fax (305) 735-0228 estimates @americanstormorotection.com STATE#CGC1513274 Impact Windows • Impact Doors • Garage Doors•Accordions • Panels • Roll Downs • Screens Samantha Beehner 57 NE 93 ST Miami Shores, FL i�.r�C1LY1:. 7 1 Miami mores Vi!1 =ge BY DA? Miami Shores Vill ROVED frog, G SUBJECT TO CCMMPt.1AMCE'NTi;-1 AllFEUERA STla3E AM CCu r Y MULES AND EEGULATIO ®EP+ 14 15 DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND CO INN RULES AND REGULATIONS # Size Product # DP Req. Product DP Vendor Style Notes 1 36x80 -FE-79664- FL 8$ga.1 44.4/ -58 65/ -65 Right Concept Entry Door Hinge left . 2 37x50 FL 12248.1 ✓ 46.5/ -62.2 60 /-75 CWS Slider XO 3 37x50 FL7067 / 46.5/50.4 601-60 CWS Slider XO 4 74x50 FL7067 $ j 43.7/ -56:7 601-60 CWS Slider XO 5 72x80 FL 111 0 3.1 42.3/ -53.8 601-60 CWS S.G.D. OX 6 37x38 FL70673 J . 46.5/50.4 601-60 CWS Slider XO -r7 30x80 FL 12059.1 45.2/ -49.2 50 /-50 Plaspro Entry Door Hinge right XO 8 64x51 FL7067. g 46.5/50.4 i O j ° bo CWS Slider 9 19x39 FL5823.1 46.5/50.4 0L5 I -0.5 CWS Single Hung 10 37x50 FLItitiq (9b 2. 46.5/ -62.2 • 75 i - 75 CWS Casement Hinge right XO Hinge right XO 11 74x50 FL7067.1 ,/ -2- f I., b q Q,, 7_ 43.7/ -56.7 46.5/ -62.2 60 /-60 _ 7 5 1- 7 5 CWS CWS Slider Casement 12 37x50 13 74x50 FL7067.1 ' 43.7/ -56.7 60/ -60 CWS Slider 14 60x60 1^ L1 7,. ? 43.7/ -56.7 60 /-60 CWS Slider XO 15 60x60 F L906-7„ 43.7/ -56.7 60 /-60 CWS Slider XO 16 60x60 an 0.6.76, 43.7/ -56.7 60/ -60 CWS Slider XO 02/23/12 01:50 PH EST IfSi via VSI -FAX Page 1 of 3 #934834 OE This is a re- transmitted FAX... To: From: Swierczynski, Chuck - P Company: AMERICAN STORM PROTECTION Cthpany: FAX: 1 -305- 735 -0228 FAX: Subject: Sent on: 02/23/12 Time: 01:45 PM EST Total number of pages (including this one): 4 This fax is attempt 3 at sending this fax job. It starts at page 1 of the original fax. On twnwamraiMn.I %rr I l+n 'TCT L' A V 1►TnMrrnwb Tin r Cos fnrrs 02/23/12 01:50 PR EST HSI via VSI -FAX Page 2 of 3 #934834 ®E MILLWORK SALES OF ROYAL PALM 700 103 AVENUE NORTH ROYAL PALM BEACH, FL 33411 ACKNOWLEDGEMENT TO: AMERICAN STORM PROTECTION CORP JOB: RON H. 10801 NW 14TH STREET 1103 SHIP: MIAMI ,FL 33172 OUST NUMBER ORDER NUMBER ORDER DATE EST. SHIP DATE SALESREP P.O. NUMBER ROUTING CODE 012221 566367 -00 TERMS D100 02/21/2012 03/16/2012 WINDOWS BEEHNER LINE QUANTITY DESCRIPTION 1 1 FIBERGLASS DOOR UNIT - 2 -6 X 6 -8 FIBERGL SMOOTH FLUSH (IMPACT) 6 -5/8 °(SITE RAB&KERF - RH- OUTSWING -- APPLY WHITE WEATHERSTRIP -- 0/S BUMPER SILL / + W/ US-32D RC1542 STAINLESS STEEL ! LHOS, DOUBLE BORE, CUT OUT AND INSTALL RSL 20 X 36 IMPACT MINI BLIND (RSL 168814) ! PAGE 1 - CONTINUED NET MICE DISC X 872.81 .00% TOTAL PRICE 872. 81 02/23/12 01:50 PM EST HSI via VSI -FAX Page 3 of 3 *934834 BE MILLWORK SALES OF ROYAL PALM 700 103 AVENUE NORTH ROYAL PALM BEACH, FL 33411 ACKNOWLEDGEMENT TO: AMERICAN STORM PROTECTION CORP JOB: RON H. 10801 NW 14TH STREET 41103 SHIP: MIAMI ,FL 33172 CUST NUMBER ORDER NUMBER ORDER DATE EST. SHIP DATE SALESREP P.O. NUMBER ROUTING CODE LINE QUANTITY BY 012221 566367 -00 TERMS 0100 02/21/2012 03/16/2012 WINDOWS BEEHNER DESCRIPTION NET PRICE FLORIDA TAX COUNTY SURTAX 1.02 PLEASE VISIT OUR WEBSITE AT: www.msifamily.com ACCEPTED BY DATE TITLE MILLWORK SALES OF ROYAL PALM TOTAL DISC 2 PRICE 6.00002 1. 00002 TOTAL EST. PRICE PAGE 2 - LAST PAGE 52. 37 8.73 933. 91 1 NI 1.)()Mi S Do(-) kq 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph: 352-368-6922 Fax 352 -2928 Q iiotatioii By: AME100 01 AME100 Ol .A \11.1R1(.iN Sl'O101 PROT[:(1 ION, CORP Bill To: Ship To: SHOWROOM- OFFICE MIAMI, FL 33172 Ph: 305 424 -9309 Fax: 305 735 -0228 SHIP TO 10801 NW 14TH ST MIAMI, FL 33172 Ph: 305 424-9309 Fax: 305 735 -0228 Version 1 Quote #: 1171375/1 Attention Jonathan Rodriquez Cuss PO#: Samantha Beelmer Ship Date: 3/8/2012 Route: FtPrc- Cust No. AME100 -P2776 Item No. 1 Qty. 1 Price $567.42 Total $567.42 Model: 8200 -XO Color. WHITE Dimensions W x H * Desc: 8200 Series Horizontal Slider - XO DP:+60/-60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 74x50 Insulated TIP: 751/4 x 51 1/4 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA #7067.1 MEETS EGRESS, ° D L2A -A L2A -A DLO W = 74.U000 noo4x0- NFRC Rating , -1 155-8 9D' / Ufa o7 D.3, P 1.11.23.tWriN1 Item No. 2 Qty. 1 Price $333.96 Total $333.96 Model: 8200 -XO Color. WHITE 1imensions W x H C i` c V II s C C = 2A -A Desc: 8200 Series Horizontal Slider - XO DP: +60/ -60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen Insulated DLO: 36x493/4 TIP: 371/4x51 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA #7067.1 DOES NOT MEET EGRESS, cL0w =36.0015 820040- NFRC Rating: CiN540 -12 168 -e00e9 / WP's .3, Solar S4,- C J.21 V Trarron .43 Item No. 3 Qty: 1 Price $387.78 Total $387.78 Model: 8200 -XO Color. WHITE Dimensions W x F( c c ...0. L7A -A L7A-A Desc: 8200 Series Horizontal Slider -XO DP:+60/-75 SWEEP, [FLANGE], LOW E 366 NEAT, IMPACT, W/ SWEEP LOCKS, WHITE FRAME, 18 x16 Screen DLO: 36x493/4 Insulated, *High Design Pressure Fixed Rail* TIP: 371/4x 51 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA#12248.1 r F n x C c DOES NOT MEET EGRESS, \ ?, DLO W = 3,, 00301 zoa-XO- NFIAC Ra10eg: GIPS K 11- 3C141-eX1/e1/ 841-F0 .- 33e Solar SR OCALA V-- e=U4II 4/23/12 11:00:11 PM Page 1 of 5 !•,1 110W DOOR', 1900 SW 44th Avenue. Ocala, FL 34474 Ph: 352-368-6922 Fax 352-388-2928 Qtiottitic)n By: AMEI00 01 AME100 01 1.NI1RI( 1.\ .1()R\1 PR(Y11 ( 1 1.0\, (()ti SHOWROOM- OFFICE MIAMI, FL 33172 Ph: 305 424-9309 Fax: 305 735-0228 SHIP TO 10801 NW 14TH ST MIAMI, FL 33172 Pit 305 424-9309 Fax: 305 735-0228 Version 1 Quote #: 1171375/1 Attenticm: Jonathan Rodriquez Cued Pat Samantha Beehner Ship Date: 3/8/2012 Route: FtPre- Cust No. AME100-P2776 4/23/12 11:00:18PM Page 2015 Item No. 4 Qty: 1 Price $1,053.53 Total $1,053.53 Model: 8900 OX Color: WHITE Dimensions W x H 0 tn. a, r o a D Desc: 8900 CD OX (OSU Left Sliding) ALL PVC SGD DP:+60/-60, FPA *11103.1, 711/2 x 791/2 STD, LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen, 6068 O: 71 1/2 x 79 1/2 Insulated, Tempered ix THUMBTURN ONLY, AL FXD PNL CUPS, WELDED FRAME. PVC INTRLK SCREEN HVHZ Std. Gold Labeling, (1737) SILL RISER, DLO AO = 71 5010 ma FRG Rating: clivs4C-1340113-mai i UtFact-ot=o,a, soiar StiGe=9.2., v-TraisatimA4 -- - Item No. 5 Qty: 1 Price $289.34 Total $289.34 Model: 8200-X0 Color WHITE Dimensions W x H - 1 0 1-2" L2A-A Desc: 8200 Series Horizontal Slider - X0 DP:+60/-60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 36 x 37 314 Insulated TIP: 371/4 x 39 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA #7067.1 te " DOES NOT MEET EGRESS, DLO W = 36.0000 Fr2o6.10- NfiC Rating: Cifis4(42.420159-Neal i au:4=4A ealitr s141004.21, V-trantiiii41.419 Item No. 6 Qty: 1 Price $470.58 Total $470.58 Model: 8200-X0 Color WHITE aBsallpipiaLLa Desc: 8200 Series Horizontal Slider - X0 DR+60/-60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 82 314x 49 Insulated TIP: 64 x 501/4 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA *7067.1 MEETS EGRESS, , , ---, . . . " c i ai .t :t, c E --Thaliematestimsom--- ....e> L2A-A L2A-A ULO 11-7"15-500 – 820940- NPRC Rethig: CWS4G42-00159-00001 I tkrractot=0.3, ftisto S1146041.21, V-T1atesirettA146 4/23/12 11:00:18PM Page 2015 WI`DOW'S & DOORS 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph: 352 -388.6922 Fax: 352368 -2928 By: AME100 01 AME100 01 kNII,Rl( .1.A S - "I .0R\1 1'RO'F .( I ION, (()RI' Bill To: o: SHOWROOM- OFFICE MIAMI, FL 33172 Ph: 305 424 -9309 Fax: 305 735-0228 SHIP TO 10801 NW 14TH ST MIAME, FL 33172 Ph: 305 424 -9309 Fax: 305 735 -0228 Version 1 Quote #: 1171375/1 Attention: Jonathan Rodriquez Cast PO#: Samantha Beehner Ship Date: 3/8/2012 Route: FtPrc- Cust No. AME100 -P2776 4/23/12 11:00:1 BPM Page 3 of 5 Item No. 7 Qty. 1 Price $297.62 Total $297.62 Model: 8100 -SH Color. WHITE Dimensions W x H 1 • Desc: 8100 SINGLE HUNG DP:+67.50/-67.50, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 17 3/4 x 373/4 Insulated, WHITE INTERLAYER TIP:19 x 39 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA #5823.2 DOES NOT MEET EGRESS, 0 8700 -311• NFRC Rating: CRIB -K -11-0 B C- Factoraa 3, Solar S14000.21, V Try ' — -- Item No. 8 Qty: 2 Price $546.48 Total $1,092.96 Model: 8400 -CS-R Color. WHITE Dimensions W x H I! • A \\ N N r' H S -T Desc: 8400 SERIES CASEMENT RH DP: +75/ -75, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen, ALL STAINLESS STEEL HARDWARE DLO: 38 x 501!4 Insulated TIP: 371/4 z 51 112 W/ SCREW SUPPORTS, SCREEN FLD HANDLE, HVHZ Std. Gold Labeling FPA #6890.3 Tempered MEETS EGRESS, = ' oz�� a _ 36 CO 0 8400.cs -R NFRC Ra 111: CW54 t u -Fact 1.20, SolarSHGco0.1 ®, V-Trar n t-0d9 Item No. 9 Qty: 1 Price $567.42 Total $567.42 Model: 8200 -XO Color. WHITE Dimensions W x H ?' °n 1.2A -A L2A-A Desc: 8200 Series Horizontal Slider -XO DP:+60/ -60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 73 x50 1/4 Insulated W/ SCREW SUPPORTS + SILL SCREWS, SCREEN TIP: 7411,1x 51 12 HVHZ Std. Gold Labeling WHITE, FPA#7067.1 MEETS EGRESS, i7LO W = 73.0040 011413-NFRC Rating: CWS4C I2.0pi6 i i 440.Factor SOW 5,'lG X0:291, V- !jn i66ta 0,48 4/23/12 11:00:1 BPM Page 3 of 5 INrsc v looE5 1900 S.W. 44th Avenue. Ocala, FL 34474 • Ph: 352 -388 -6922 Fax: 352-388-2928 By: AME100 01 AME100 01 N11 RR \ "I O101 PROTI ("I 10N, (()RP Bill To: Ship To: SHOWROOM - OFFICE MIAMI, FL 33172 Ph 305 424 -9309 Fax: 305 735-0228 SHIP TO 10801 NW 14TH ST MIAMI, FL 33172 Ph 305 424 -9309 Fax: 305 735 -0228 Version 1 Quote #: 1171375/1 Attention: Jonathan Rodriquez Cust PON: Samantha Beehner Ship Date: 3/8/2012 Route: FtPre- Cust No. AME100 -P2776 item No. 10 Qty: 1 Price Model: 8200 -XO Color. WHITE $567.42 Total $567.42 Dimensions W x H L2A-A Desc: 8200 Series Horizontal Slider - XO DP: +60/ -60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 73 3/4 x 50 1/4 Insulated nP:7sxst in W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA#7067.1 MEETS EGRESS, —o L2A -A - -- . -- -- -- -- - -- 17L0 b1/ _ 73.7500 . ,. ICS -rinec Rating: CWS-R 12.9 168.000x1 / Li-FactoroiLS Solar SilleCoS21, V.Tronsontoll.41S Item No. 11 Qty: 1 Price $528.08 Total $528.08 Model: 8200 -XO Color: WHITE Dimensions W x H a c 'r. WI 0 z a ® 7 °° L2A -A L2A -A i Desc: 8200 Series Horizontal Slider - XO DP:+601-60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 58 8/4 x 571/2 Insulated TIP: 60 x58X4 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA#7067.3 MEETS EGRESS, - -- - DLO_W = 55.7500, 820940- NFRCRating: CWS.iC 12,40.1 / UsFgel 21 ii- rr2222n241t49 'i Item No. 12 Qty: 1 Price $525.32 Total $525.32 a \ Model: 8200 -XO Color. WHITE Dimensions W x H, c Desc: 8200 Series Horizontal Slider - XO DP:+60/-60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen DLO: 581/4x58 Insulated TIP: 571/2x591/4 W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA#7067.3 MEETS EGRESS, c ct ut'l a z Ci p °'° L2A -A L2A-A 9170 W - 56.2500 82:00-X0- NFfitC Rating: cliiits44,4 2401594211391 / 41-F2c ,,i., .8, oaf -3)149,21, V -Trans to 0.49 4/23/12 11:00:18PM Page 4 of 5 's , 17Ct ?K5 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph: 352-368-6922 Fax 35238 8-2928 Q uo tirition By: AME100_01 AME100 01 y[[Acre kN, S10101 PRO TL( "I ION, (ORP 436'11. Ta: SHOWROOM - OFFICE MIAMI, FL 33172 Ph 305 424 -9309 Fax: 305 735 -0228 SHIP TO 10801 NW 14TH ST MIAMI, FL 33172 Ph: 305 424 -9309 Fax: 305 735 -0228 Item No. 13 Qty: 1 Price $528.08 Total $528.08 Model: 8200 -XO Color: WHITE Desc: 8200 Series Horizontal Slider - XO DP:+60/ -60, [FLANGE], LOW E 366 NEAT, IMPACT, WHITE FRAME, 18 x16 Screen Insulated W/ SCREW SUPPORTS + SILL SCREWS, SCREEN HVHZ Std. Gold Labeling WHITE, FPA #7067.3 MEETS EGRESS, Version 1 I Quote #: 1171375/1 Attention: JonathanRodiiquez Cud POa: Samantha Beehner Ship Date: 3/8/2012 Route: FtPrc- Cust No. AME100 -P2776 Dimensions W x H DLO: 581/2x56 TIP: 59 3/4 x 591/4 SR 0(100. Cir L2A -A L2A -A DLO W = 58.5000 Disclaimers: PLEASE REVIEW FOR PRICING AND ITEM ACCURACY. This quotation Is valid for 30 days. Pricing and availability are based on sizes and quantities meted on this quote. Changes in sizing and/or quantities may result in units having to be re-quoted and/or reviewed Please verity all sizes, quimeties and specifications prior to !lacing an order. Quote is subject to changes and corrections un M it is signed and placed as an order. Mtdans between units may indicate a need for additional sutural support to be determined by the contractor or architect. Additional support should be taken into account when calculating rough openings. CWS, Inc. does not recommend direct multng above patio doors without additional support. "Thank you.* Subtotal Surcharge: Tax Total: 4/23/12 11:00:18PM 7,209.51 108.14 482.57 7,800.22 Page 5 015 Florida Building Code Online Business & Professional Regulat Florida Qep3rtmentd Busines Profess' Regulation hnp://www.floridabuilding.org/pr/pr app dtl.aspx?param= wGEVXQ... KZ Home I Log in User Registration 1 Hot Topics I Submit Surcharge I Stets & Facts 1 Publications I RC Staff 1 SOS Ste Map I tills Search i Lkeesa er —xle' y. Regulaie'arty. shrER'GEricv MANAGEMENT orPteE OF THE Product Approval unit: Pubic User Product Airwave' teem > Piaduct or Aooiratbn Seardh > > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15419 New 2010 Validated RSL, Inc. 3092 English Creek Ave Egg Harbor Township, N] 08234 (609) 645-3368 kkav @rslinc.com Vivian Wright rickw@rwbidgconsuitants.com Exterior Doors Exterior Door Components Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan 1. King, P.E. Validation Checldist - Hardcopy Received FL15419 RO COI Certificate of Independence.pdf Stingerst ASTM E1300 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Year 2004 2002 2002 2002 1994 1 of 3 4/24/2012 11:19 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtaspx?param=wGEVXQ... Sections from the Code Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option D 04/06/2012 04/17/2012 Next Contacs Us :: 1940 North Monroe Street. Talahassee FL 32399 Phone: 850- 487 -1E24 The State of Florida b an At/O0 empbyer. Coovrbht 2007 -2010 State of Fbrlde. :: PMacv statement :: :: h ram! Statement Under Fbrida law, e-mail addresses we pubic records. H you do not want your e-mail address released In response to a pubic- records request, do not send electronic mai to this entity. Instead, contact the office by phone or by tradtbnal mai. If you have any cprestlons regarding DBPR's ADA web accessibility, please contact our Web Master at webaggatesaawg ate fl is Product Approval Accepts: 101 Ft-9 2 of 3 4/24/2012 11:19 PM FL # Model, Number or Name Description 15419.1 a. Hurricane Impact Doorglass "Hurricane Impact Doorglass" with Snap Lock Extruded PVC Frame Assembly for Glazing Up To a 3'0 x CO Door Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15419.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. installation Instructions FL15419 RO II INST 15419.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluatbn Reports FL15419 RO AE EVAL 15419.1.pdf Created by Independent Third Party: Yes 15419.2 b. Hurricane Impact Doorglass "Hurricane Impact Doorglass" with Snap Lock Extruded PVC Frame Assembly for Glazing Up To a 3'0 x 8'0 Door Panel Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 15419.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15419 RO II INST 15419.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15419 RO AE EVAL 15419.2.pdf Created by Independent Third Party: Yes 15419.3 c. "Injection Molded Frame" "Injection Molded Frame" Ught Kit Series with non- Impact Door Glass Assembly for Glazing Up to a 3'0 x 8'0 Door Panel Limits of Use Approved for use In HVHZ: No Approved for use outsde HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15419.3 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15419 RO II INST 15419.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15419 RO AE EVAL 15419.3.pdf Created by Independent Third Party: Yes 15419.4 d. "Extruded Vinyl Frame" "Extruded Vinyl Frame" Ught Kit Series with non - Impact Door Glass Assembly for Glazing Up to a 3'0 x 8'0 Door Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15419.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15419 RO II INST 15419.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15419 RO AE EVAL 15419.4.pdf Created by Independent Third Party: Yes Next Contacs Us :: 1940 North Monroe Street. Talahassee FL 32399 Phone: 850- 487 -1E24 The State of Florida b an At/O0 empbyer. Coovrbht 2007 -2010 State of Fbrlde. :: PMacv statement :: :: h ram! Statement Under Fbrida law, e-mail addresses we pubic records. H you do not want your e-mail address released In response to a pubic- records request, do not send electronic mai to this entity. Instead, contact the office by phone or by tradtbnal mai. If you have any cprestlons regarding DBPR's ADA web accessibility, please contact our Web Master at webaggatesaawg ate fl is Product Approval Accepts: 101 Ft-9 2 of 3 4/24/2012 11:19 PM Florida Building Code Online http: / /wwwfloridabuilding.orglpr /prapp dfl.aspx ?param= wGEVXQ... 3 of 3 4/24/2012 11:19 PM RSL Quality by Design Hurricane Impact Doorglass PVC DOORGLASS ASSEMBLY COMPONENT APPROVAL IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compflance with the 2010 Florida Building Code (FBC) structural requirements includng the High Velodty Hurricane Zone (HVHZ). 2 When used in the H#HZitds product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 3. This product is Quad for use as a substitute glazed steel or d side hinged swing door=rsfited ddelite possessing a arstnbly in confunction wh a it comparable wren Florida Statewide product approval. 4. The pressure (DP) rating shali be the lesser of the DP rating shown on sheet 1 of Ns or the DP toting shown In the glazed steel or fiberglass side hinged swing door or fbead *lege approval being used. 5. The door panel and &e opening size shall not exceed the sizes shown in Ns approval or the glazed steel or fiberglass side hinged swing door or tbred Adelite approval being used. 6. This product meets the water Inetragon requirements for the %Ain 7. The accomixtnying door approval shall be a glazed door product meeting the following minkrium requirement SINGLE GLAZED MillERGIASS DOOR; A. 1-3/4" minimum panel *times, 3. ilbefOlassl facet sheet 0.086* min. thttress (Fy min.. 11.000 ps1) Foam Core (PBC Approved): Polyurethane (mln. 2.0 te./cu.th SINGLE GLAZED S1133. DOOR: A. 1-3/4' minimum panel thickness. a. Steel face sheet: 0.0210 mkt thicialess (Fy min.. 35,C90 pd) C. Foam Care (PBC Approved): Polyurethane (min. 20 bsicu.ft) TAKEO, CONIENTS MEN DEICRIPRON 1 Typical elevations, design pressures 8, general notes 2 Component glaztng detoB b9 of =totals 35.75' MAX FRAME WIDTH SWING DOOR OR SIDELITE SYSTEM UNDER SEPARATE APPROVAL 35.75' MAX. r_ FRAME WIDTH —1 DOOR TOT GLAZING #41.07:1, 'i0AnvE FIBERGLASS GI +60.0 -60.0 STEEL GI +60.0 -60.0 SWING DOOR OR SIDaITE SYSTEM UNDER SEPARATE APPROVAL em 4/ 0/12 SCALE. N. T.S. tea. JK cia. %ft LFS DRAW o No., FL-15419.2 &UT 0 i_1,Lf- • OI ?"1.itt: 23B7 MAX. UGHT FRAME WIDTH MEV MAX. DLO. WIDTH FRAME FOR ir•D' DOOR PANEL 23.5CF MAX. LIGHT FRAME WIDTH INN FRAME FOR e DOOR PANEL BILL OF MATERIALS ITEM MATERIAL 1 EXTERIOR DOOR LIGHT FRAME (BY ROYAL MOULDINGS) PVC 2 INTERIOR DOOR LIGHT FRAME (BY ROYAL MOULDINGS) PVC 3 SCREW COVER (BY ROYAL MOULDINGS) PVC 4 HOT BUTYL SEALANT (ADCO) - 5 1/2° NON-GROOVE SWIGGLE W/ DELCHEM#BO POLYSULFIDE I/8" BACKFIU. - 6 #10 x I-3/4" PH SMS STEEL 7 DOW 995 STRUCTURAL SEALANT SILICONE ft 1 0 z oat 4/1 0/12 SCAtE. N. T. S. int ce LFS bRAZING FL-10419.2 9007 _2. 07 -2- Florida Building Code Online Business & Professional Regulation Flor'.da bepartmenta Busines . Professial Regulation '�:eru e'.cinvv Rec.4, fluty o. 4E1t'l MMIAGEMENT -t ! OFFICE OF THE 3EctlfirARY _- http : //wwwfloridabuilding.org/pr /pr app dtaspx ?param= wGEVXQ... f acre Home 1 Log In 1 User Registration 1 Hot Topics 1 submit surcharge 1 stets & Facts 1 Publications Product Approval teat: Public User Product Aniaovai Meng > Product or Aggtratbn Search > Aoo atbn Lk[ > Application natal FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL7067 -R4 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace @cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL7067 R4 COI EvaiRep CWS -157B (HS -8200 IMPACT).pdf AAMA/WDMA/CSA/101/I.S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 1 of 3 4124/2012 11:05 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products hup://www.floridabuilding.org/pr/pr app dd.aspx ?param= wGEVXQ... Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL# Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions F17067 R4 II CWS -157B (HS -8200 IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvaiRep CWS -157B (HS -8200 IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CWS-232B (HS -8200, XOX, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F17067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdf FL7067 R4 AE EvaiRep CWS-232B (HS -8200, XOX, IMPACT).pdf F17067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg Horizontal Slider, 73" x 62 ", XO or OX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 R4 II CWS -399A (HS -8200, 73x62, 75DP, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdf F17067 R4 AE EvaiRep CWS -399A (HS -8200, 73x62, 75DP, IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions F17067 R4 II CWS -186B (HS -8200, 72x63. IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvaiRep CWS-186B (HS -8200. 72x63. IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 2 of 3 4/24/2012 11:05 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx ?param=wGEVXQ... Next Contact thl • • 1940 North Monroe Street. Telahassee F132399 Phone' 850- 487 -1824 The State 01 Florida ti an ANEW employer. Copdrylght 2007 -2010 State of Fbrtla.:: Under Fbrida law, e-mall addresses are public records. 11 you do not want your e-mail address released in response to a public- remrds request, do not send electronic mall to this entity. Instead, aontart the office by phone or by trad[bnal mat it you have any questions regarding DBPWS ADA web accessibility, please confect our Web Master at Product Approval Accepts: 3 of 3 4/24/2012 11:05 PM HORIZONTAL SLIDER ELEVA ION (LARGE MISSILE IMPACT) 74 1/4" MAX. OVERALL FLANGE WIDTH 73" MAX. UNIT WIDTH 38 7(6" MAX. SASH WIDTH 831/4' MAX OVERALL FLANGE GHT 82' MAX. UNIT HEIGHT Q 227/18' MAX GLASS DLO "OX" & "XO" MAX. SIZE DESIGN PRESSURE RATING +801 -78 ( +75 W/ SILL RISER) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ...............1 ANCHOR SCHEDULE AND NOTES .. 2 DESIGN PRESSURES RES & GLAZING.....--.3 EXTRUSIONS & BILL OF MATERIALS....—....5 INSTALLATION 58 8/18' MAX. SASH HEIGHT Lucas A. Turner. P.E. 2011.12-16 14:34-05:00 PROPRIETARY ANDIOMIDENTIAL 12/16/11 THE LNFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ,PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCWDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX', "XO' 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5 -1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 8. REFERENCE TEST REPORTS: NCTL-219-3589-1, NCTL 210- 3589 -1A 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 FIXED SASH 10. 1X or 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 15 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X1' LOCATED 4' FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 58201 A (UPDATED PER 2010 FBC 111/08/2011 4% ' ,GEN ;�• Q .� • ffi �q•,,4, v . No 58201 13 T. 1900 SW 44TH AVE. 4474 1 *I * =* S -o i I s RTLEGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT • = STATE OF mr SERIES: RAWN BY: 9ATT2: ADE 11/08%2008 • 'n4' ••,[ O R 1 ,01%.,•4•4" .i• moDEL• 82Q0 bowl. Na.: �SS'pp.... `ENS PVC HORIZ SLIDER NTS CWS -399 LETTER: A SHEET: 1OF8 13 1/4" MAX O.C. OW) MAX (TYPO B_ MAX 8" SEE NOTE 2 121/2° MAXO.C. I SWEEP LOCKS ONLY ENGAGED DURING HURRICANE LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB ANR LAYOUT THCHORU EI ) NGEI INSTALLATION ANCHORS •YP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/18" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION. S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-80, GRADE N, TYPE 1 (OR GREATER). B. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAAWDMA 300(EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERM BION OF CUSTOM WINDOW SYSTEMS, INC. III PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 ,,,,,,p1ORE,,,,, :../1 Na 58201 P% 3 *: * ' *1 1-01 1r a 1,1),,,‘ STATE OF "4/.7 Al. / ult0 A UPDATED PER 2010 FBC j11/08/2011 WINDOWS Sr Doom 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 TITLE. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES. 8,00 MODEL: PVC HORIZ. SLIDER 5C ' RAW BY: ADE FATE: 11/06/2003 G. NO.. NT$ CWS-3581 REV. LETTER: A (SHEET: 2OF6 7/8° OVERALL 3/18° ANNEALED or TEMPERED 1/4° AIRSPACE 7/18° LAMINATED 3118° ANNEALED GLASS .080 SENTRY GLAS PLUS ANNEALED GLASS SIMPLEX 522 OR PURFECT GLAZE 'M GLASS TYPE A FULL SIZE PROPRIETARY AIa CONFIDEN1IAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 03 PROHIBITED. LUCAS A. TURNER, FL P.E. 88201 A UPDATED PER 2010 FBC 111/08/2011 ptUltueh ,star PS10REty tT�•� eGpr?.4 GEIV.gE°.�py. Z�: ND 58201 \ 72 *: * i *= -o; :Ot: O'33 • STATE OF U 11. 0 ** . °�� •i4` :OR1®P• tttttttttttttt WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 T1TLE' GLAZING DETAIL - LARGE MISSILE IMPACT SERIES: 8200 RA BY' ADE ATE: 11/06/2008 IAODEL• PVC NORM. SLIDER SCALE: 1:1 G. .: CWS -389 REV. LETTER: A HEFT: 3 OF 8 SECTION VIEW A-A TE: ITEMS 27, 29, 36, 41, 43, ARE 6ED BUT NOT SHOWN FOR CLARITY TYPICAL VERTICAL SECTION NOTE: SHOWS FI® LITE CUTAWAY SECTION VIEW 8-8 1 ALT. FRAME RISER SILL RISER MAIL POSMVE OPTIONS DP NO SILL RISER 60 1728 SILL RISER 75 DETAIL C PROPPETARY AND CONb7DENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOY/ SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. 18 PROHISTTED. FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH 1S GREATER THAN OR EQUAL TO 813/4'. C) INNER HOOK 3 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2' FROM SASHCORNER TO EDGE OF CATCH. B) A THIRD CATCH 1S CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. LUCAS A. TURNER, FL P.E. 58201 �� tt�NORE Itgg ��p• °,.� GEN3F•.,�4 If No 58201 ' :1D = *E •i* 1.13 STATE OF !,4l` A'UPDATED PER 2010 FBC 111/08/2011 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE. SEC ON VIEWS - LARGE MISSILE IMPACT SERIES:, 00 ' RAW N BY: ADE BATE: 11/06/2008 MODEL: SCALE: WO. NO.. CWS-399 PVC HOME SLIDER NTS REV. LETTER: A t9HEEP: 4OF6 boa 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 Part # Description Vendor Material 1-6031 Alan Fr., SH, W/FIg, PVC, Macron PVC 1.1681 HD, Meet. Rail, Fxd. Keymark ALUM S-1499 Reinforcement, Fixed A11Ig Rail 1.6027 Sash Meet. Rail, INC Macron R/C 1.1497 Retrnf. Sash Meet. Rag Keymark ALUM H-6028 Sash Bottom Flail, PVC Mikron PVC 1.1498 Reinforcement, Sash, Bbn/Skte Rail Keymark ALUM 1.6004 5.1776 Sash Top/Bot. Rail Roger track Macron Keymark PVC ALUM S-6064 Glazebead 8-6013 Scrn. Adapt., w/ Nib, PVC Macron PVC Micron PVC S-6014 Scm. Adapt, PVC Macron PVC 8-1577 Frame, knpact Hook Keymark ALUM P-3804 P4832 Roger, Tandem Sw eep Lock, impact, PVC M&M Sullivan Nybn P-3118 Sweep Keeper, Impact, PVC Su1Man P4479 Weep Cover w/ Flap M&M Nybn P-3429 Wstp, 0.270 x .187 back FInSeal, Gray Ultretab P4638 #8x21/2Ph Truss SIAS Fastenal Steel P-3511 #8 x Sr Ph PH TB( @ KEEPER Fastenal Steel P- 46.33 #8 x 1/2" Barrel Fastener Fastenal Steel 27 28 29 P-3342 Seam Sealer, SM-5504 Schnee Silicone P-3752 Cap Plug, 1/2° Hole M&M Purtect Glaze "H°, SilcaFlex 552 Henkel, Silva Nybn P-3352 Set. Bic., 85 Dur., 1/8" x 5/8" x 2° Lg. Frank Low e Rubber 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 46 GLASS Glass, See sheet 4 Cardinal P-3541 98 x 1/2' Phil Flat TEC @ frame hbok Catc Fastenal Steel 1x3559 #8 x 3/8° Ph Pan Tek @ frame Hook Catct Fastenal Steel P-3113 Screw Support, PVC Team Rubber #10 x 1 1/2" Phipps PH, SMS Fastenal Steel Flat Washer Fastens] .Steel 1.1699 Reinforcement, Sash Rail Keymark ALUM P-4358 8-1556 Fbced Rag End Cap M&M Nylon Impact Catch, Head Keymark ALUM 8-1112 5-6005 Reinforcement, Head,Jamb for S -1577 Anti -lift out Keymark ALUM Mkron PVC P-3218 Screen frame Alimetal P-3321 Screen Comer Key M&M Nybn P-3228 Screen Spline Dapa P-3033 P-3029 Screen Spring Screen Pug tab 47 48 49 50 51 52 Screen Material Hurley Hurley 5-6077 Fixed Rail Cover Macron PVC 5-1728 SS Riser Keymark ALUM P-3783 Spring Lock, P4051 #8x11/2 °Phil pat ems hterbck Fastenal Steel P-4069 Keeper, SPRHVG LOCK hterbck IJOTE: ITEMS 2- 4,21,26 ARE NOT USED. �4LL ALUMINUM EXTRUSIONS ARE 6053 -TB. PVC FRAME FLANt1E4031 3/4- 15/18• 1/18' PVC SASH MTG. RAIL-8027 1/18' ALUM RENF. SASH RAIL-1889 PVC SCREEN SUPPORT - 8014 FRAME CORNER CONSTRUCTION PVC SASH RAIL-8004 ALUM REINF. SASH MTG. RAIL -1497 5 I I PLAN VIEW -1556 1/18° ALUM SILL RISER -1728 ALUM HEAVY DUTY MEETING RAIL -1881 PVC FIXED RAIL COVER -8077 1/2° r- -3° -r SCREW SUPPORT -3113 3118" PROPRETARYAND CONFIDENUM. 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. B PROHIBITED. 1/18' PVC SCREEN CATCH -8013 LUCAS A. TURNER, FL P.E. 58201 1118• 818' ALUM HEAD CATCH -1558 5/8° FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 43/8" 1-.7/r-1 9/ ALUM GLAZE BEAD -1112 0 3/18• PLAN VIEW -1577 4 -+I 5- ALUM FRAME IMPACT HOOK -1577 A'UPDATED PER 2010 FBC '11/08/2011 IliNeffeedtaws m 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS / B.O.M. LARGE MISSILE IMPACT SERMEI'8200 DRAWN BY: ADE FATE' 11/06/2008 MODEL 'SCALE: C4. NO.: PVC HORIZ SUDER 12 CWS -389 REV. LETTER: A tSHEET: S OF 8 1 1/4° MIN EMBEDMENT IC] CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 MIN EDGE DIST (01 EXTERIOR OR BY PEPERIMETER SEALANT INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1 BY WOOD BUCK BY OTHERS [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 212= MIN EDGE DIST [01 1 1/4' MN EMBEDMENT 1 BY WOOD BUCK ICI BY OTHERS [A] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT Z 1/4" MAX SHIM BY INSTALLER IB] B HORIZONTAL SECTION 8 FRAME (MASONRY) INSTALLATION ANCHOR, 3/16' DIA. THRU SCREW NRY SC EW W/WASHER 1/4" MAX SHIM 1 IB] SE LAAETBBEHND INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] INSTALLATION ANCHOR, 3118' DIA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [01 SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r M 1/4' MAX SE [BI azoals r1.61914 EW416.10= s. • �•a.'Lst; •♦ ♦•• • •• o• ♦b. • • Is ♦ • ♦ , • • -. 11/4' MN EMBEDMENT [C] SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS � RE BMASONRY 0 6 A VERTICAL SECTION FRAME (MASONRY) 1 112 MIN EDGE DIST SEALANT BEHIND FLANGE BY INSTALLER 114° MAX SHIM RI SEALANT BEHIND INSF FLANGE PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] SEALNT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 0. ,Pt. 'O.; p p op b► •' .; e . p CONCRETE/MASONRYJ D ALTERNATE PRE BY OTHERS �e.•.0 , e.,•a 1/4' MAX SHIM -1C1J 4 MIN EMBEDMENT PROPRIETARY AND CONFIDENIIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMBSKIN OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 2111= MIN EDGE DIST (CI LUCAS ::;;;EHR,IFLoP:.4,58201 ,� �� No 58201 =gyp: :ro' ?QS w • STATE OF :4/0 1.3G: MIN EMBEDMENT Col ILA MIN EDGE DIST ID1 INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT. [D1 2 BY WOOD BUCK BY OTHERS [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS C NDRRONTALSECnoN B FRAME (WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. 1LL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES: [A1 � NOTTE E 2&3, 8117 SHHT 2 SEE NOTE 4, 8HT 2 (01 SEE NOTE B, SHT 2 A UPDATED PER 2010 FBC h 1/08/2011 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �' INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT o �. 4414.7 SFRIEES. 'i'SS DA AL''''''' PVC HORIZ. SUDER NTS CWS -39S ''''1'1,1,1,,,,, ORAWNBY: ADE ATE: 11/08/2008 MODEL: SCALE: O. NO.: REV. Lti NR: A NEST: 6 OF 6 Florida Building Code Online Porda Deprtmentq Busines (j Profess Regulation BCE Home ¢Erase eFldendy. Regulate €aiily. 1 Ek EN CY MANAGEMENT ■ OFFICE OF THE 1 log m ! user Regstratbn I Product Approval USER: Pubic user http : / /wwwfloridabuilding.org/pr /pr app dtl.aspx ?param= wGEVXQ... r- Hot Topics 1 Summa Surcharge Stats & Facts Pubkatbns 1 Product Aonmval Menu > Product or Aopkation Search > Aoplcatbn L5t > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL6890 -R4 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre@cws•cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace @cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Windows Casement FBC Staff I BCE Ste Map Un s Seardr Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL6890 R4 COI EvalRep CWS -161B (CA -8400, IMPACT).pdf AAMA/ W DMA/6A/ 101/I. S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PAITAS 201/202/203 Year 2005 2004 2002 2002 1994 1 of 2 4/25/2012 7:19 AM Florida. Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx ?paranl= wGEVXQ... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/12/2011 12/13/2011 12/20/2011 01/31/2012 Next Corded thr • • 1940 North Monme StreEt. Ta{ahassee Fi 32399 Plmne: 850 -487 -1824 The State of Florida ban ANEED employer: CQoLrbht 2007 -2010 State of Floods.:: Under Florida law, e-mail addresses are public records. tr you do not want your e-mail address reload In response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mai D you have any questions regarding DBPWs ADA web accessibility, please contact our Web Mater at WithMileteligthaatateAUS. Product Approval Accepts: secUritri Credo tA!E rC S' 2 of 2 4/25/2012 7:19 AM FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure +67.5/ -67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37° x 72". Installation Instructions FL6890 R4 II CWS -161B (CA -8400, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL6890 R4 AE EvalRep CWS -161B (CA -8400, IMPACT).pdf FL6890 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement Impact Window CA -8400 Vinyl Fig/Fin Casement. Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure +75/ -75 Other: Large Missile, 40" x 63", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R4 II CWS -240A (CA- 8400, 40 x 63, IMPACT),pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL6890 R4 AE EvaiRep CWS -240A (CA -8400, 40 x 63, IMPACT).pdf FL6890 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes Next Corded thr • • 1940 North Monme StreEt. Ta{ahassee Fi 32399 Plmne: 850 -487 -1824 The State of Florida ban ANEED employer: CQoLrbht 2007 -2010 State of Floods.:: Under Florida law, e-mail addresses are public records. tr you do not want your e-mail address reload In response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mai D you have any questions regarding DBPWs ADA web accessibility, please contact our Web Mater at WithMileteligthaatateAUS. Product Approval Accepts: secUritri Credo tA!E rC S' 2 of 2 4/25/2012 7:19 AM CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 64 /4” MAX OVERALL FLANGE HEI" HT 63" UNIT HEIGHT 41 1/4" MAX OVERALL FLANGE WIDTH I. 47 UNIT WIDTH 61" MAX. SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. , »... », »». 1 ANCHOR SCHEDULE & NOTES__» »_... ...... __2 GLAZING DETAILS_ » .» ».. ». » »....3 SECTION VIEW & ALT. FRAME_ EXTRUSIONS & B.O.M.- ...... ......... ... „. »..... ». ».S INSTALLATION DETAILS............ .... -------8-7 38" MAX SASH WIDTH Be Z GLASS DLO 33 12" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE Lucas A. Turner, P.E 2011 -12 .0710:26-05 PROPRIETARYAnmCONRDENIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEME INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. SASH OPENING UMITED TO 4° BY USE OF LIMITING HARDWARE. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E -1300 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8, REFERENCE TEST REPORTS: NCTL 2102386.1, 1A, 18,1C 9. SERIES/MODEL DESIGNATION CAS. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH LUCAS A TURNER, FL P.E. 68201 A !UPDATED PER 2010 FBC , 3IUlIIH4 .,,, P3 ..I' .... 41:-..! No 58201 VP TA 5 a t �: TrrLE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT :9C STATE OF • 9� 44 :4 0 1tAP•° 114.1. MODEL: SS,D�n, E�_ CASEMENT 1 1215/2011 WINDOWS & R8 1800 SW 44Th AVE. OCALA, FLORIDA 34474 8400 ADE 0W22/2008 GALE: NTS EV. LETTER: A lWG. NO.: CWS -240 SHEET: 1 OF 7 SMAX (TYP) 19 MAX. '0:10. SEE NOTE 2 A j / ANCHOR LAYOUT - (FLANGE), THRU FRAME (WOOD OR MASONRY O E NO) FOR UNITS UP TO 40' z 83" INSTALLATION ANCHORS TYP. SEE NOTES 485 ANCHOR LAYUT -(FIN) THRU NAILWD FN ryOJOOD OPENING) FOR UNITS UP TO 4W 83° INSTALLATION ANCHORS TYP. SEE NOTE 6 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116° DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1° SHALL BE ACHIEVED IN EITHER DRECTOON. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 68 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.9.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 080, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMMWDMA 300(EXTERIOR DOORS). zx FRORRIETARY Ate CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED 114 THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL RE. 58201 A /UPDATED PER 2010 FBC 1 1215/2011 •p'.N9RE ... vJ No 58201 :* :9�. STATE OP : W+ iii,' 40. ` O R� ; c1@♦�,, ��O�ni &teat WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ALE' ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 8400 ADE 09/22/2008 IIODEL. CASEMENT WCALE NTS Two NO.: GWS -240 SHEET: 2 OF 7 EV. LETTER: A 7/8" OVERALL 118" HEAT STRENGTHENED OR TEMPERED 7/15" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED PURFECT GLAZE "H" SIKAFLEX662 GLASS TYPE A FULL SIZE 112" GLASS BITE LUCAS A. TURNER, FL P.E 68201 A [UPDATED PER 2010 FBC 1 12/5/2011 rttruufer4 ,�y PNDREW Tv4�i v No 58201 VP: 1800 SW 44TH AVE. * S OCALA, FLORIDA 34474 °� ; Q: 1111E: GLAZING - LARGE MISSILE IMPACT WINDOWS & DOORS :.- .., e- 9' STATE OF, 8400 THE INFORMATION CONTAINED IN T DRAWING � DE PROPERTY OP ou /s►oa� ,�4�Fi4 R 1 o P 0�� ono WRITE �PERS SSICNOO REPRODUCTION INDOOW SYSTEMS. INC. IS WHOLE RED. WITHOUT THE ��.:4:$801; m,n�� CASEMENT SCALE: ADE 09/22/2008 NNO. NO.: CWS -240 1:1 REV. LETTER: A SHEET: 3 OF 7 SECTION VIEW A-A SECTION VIEW C-C ALT FIN FRAME NOTE: ITEMS 14 ,18,17,19,20,25,27,32,34,37,38 42,44,45,50 ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND CONMIENI W L THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. IS PROHIBITED. 12/07/11 SECTION VIEW &9 LUCAS A. TURNER, FL P.E. 58201 A (UPDATED PER 2010 FBC 1 12/5/2011 •••••,PtD' t j Se iceas .� $ -. : No 58201 01. *' * :# =vi ea STATE OF <0RIOe>; 4'.• tttttttttttttttttt DOORS WS & 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE. SECTION VIEWS & ALT. FRAME - LARGE MISS LE IMPACT 8400 �. e. ADE 09/22/2008 MODEL: CASEMENT INCALE: NTS iWO. NO.: CWS -240 EV. LETTER: A SHEET: 4 OF 7 Item /8 Part 0 Description Vendor Material 1 1380309 FR, CASE, MAIN HEAD MORON FVC 2 180308 FR.,CA8E,MIM SILL !AKRON PVC 3 118030B FR, CASE, MAN, A, RX3HT MKRON PVC 4 480308 FR, CASE, MAIM J&, LEFT MIRON PVC 5 148030A FR, CASE, W/ RN MICRON PVC 6 48008 SASH, CASE, TOP RAIL MORON PVC 7 H8008 SASH, CASE, BOT. RAIL MIQiON PVC 8 148060 SAS( 098E, SDERAL, FI4GE MORON P/C 8 138008 SASH, CASE, SDERAL, LOCK MI RON PVC 10 1+1582 SCREEN RAL,SD3BTM KEY MAW ALLM 11 111593 SCREEIJRAL,1088(DE KEYMARK ALUM 12 GLASS SEEMEET 3 13 P3028 EEL BLK, 85 (X8.,1/8" X 79" X 2" LG. FRANC LOWE RUBBER 14 P.302 SCR1994LFT -OUT SUMMIT 16 P4113 SO EN SUFFORT FOR PVC TEAM PLASTICS RIBBER 18 P-31135 SCREEN SPRIN3, KO H3LE1139.9910N 17 P4197 SCREEN CORFER KEY ISM NYLON 18 P4217 W81P.,9NHTE LEAF SEAL, FRAME AMESBURY RUBBER 10 P3228 8 EENSPLINE,.186 DM, BLK DAM 20 83281 SPACER DURASEAL,8E 8HEET3 DURA8EAL TRL8EAL 21 833442 SEAM SEALER, 8M4504 S0H9,EE 81 MAE 22 83428 WSW, 270 X .987 BACK ULTRA FIN BLACK SASH ULTRAFAB 23 PL T GLAZE"H' , SKAFLEC 552 FOREL, SKA 24 P4539 08 X3/4" QUAD PH TEC, ZNCn SOWN 25 83581 SCREEN MOTE( 16 X 18 RBEZGLA88 PFI FER 28 83587 &8 X 1" PH PH TB< 2, 8S, scam FA8TB4AL 88 • 27 P3813 CN S LBL (LOGO) 28 83885 CS -8400 GOLD QERT. LABEL, NTH TAB 29 83752 CAP PLUG, 1/2"HOLE MOM NYLON 3D 83881 TEMPORARY LBL (AFRCYCP) 31 P-3940 SNUBBER, 88, PVC 32 R40D3 TEBAR GUDE ROTO. FDAE ROTO 88 33 P-4004 #842 X 1/2" PH R{ MS, 8B (ROTO FDVE LOCK) FAST84AL 89 34 •4005 BLPPORT PLATE LOCK, 88, ROTO MAE, (Use w/ Pd008) ROTO 88 35 P•4008 LOCK, MULTI-PONT, ROTO FDNE, MIME ROTO B8 38 84007 ROTC OPERATORS (FOR LB-TIRNINT OFB9CASBVI3'T1) ROTO S8 37 04009 IRAQ( & SLDEtABSM., ROTOOPER., ROTO HANE, (13°) ROTO 8S 38 84010 STUD BRKT., ROTO WIER, LH, ROTO (-0 E ROTO 8S 38 P4012 SHA, ROTO OPERATOR, ROTO FINE (4.8rttr( ROTO NYLON 40 04014 HANDLE STD, ROTO OPBR, ROTO FDVVE (WFITE) ROTO ZND 41 %-4018 (* 8388 (LEFT/ROW FOR LEFT OR PORT OPB4 Q SBRIE3T1) ROTO 88 42 P4020 SLFFORT WASHER, ROTO OPER, ROTO FORE (88) ROTO 88 43 84021 6842 x 3/4" Quad FH W/ 1118" Lead, MB, 88, ROTO OR, ROTO HOVE FASTE4LL 88 44 P4024 GASKET, ROTO OP ER., R0T0 FDVVE,1 /16" HOP 45 P -4031 -%4040 ITGBARB, ROTO HIVE 1-5 LOCKPOINM, 8S (BY 93A MT.) ROTO 88 48 84050 PEW. ODA.- ALLNAU4,5052 -602 (.050X.437),I13 FRBZISIONSTEEL ALUM 47 0-4043 STRIKE MJL1POWT 1 MI NYLON 48 0.4148 d8 x 3/4° PH FLAT MK, 8S FASTEJAL 8S 49 04491 FEW 001.- ALII*U4 50524-02 (.082 X .868), FD tRi10NBTBE. ALUM 50 04841 88 x 5/8" FH FLAT T8(, 87 MAD, 88 FASTE4AL 88 51 5-1505 REIT. CASE SASH KE/MAI8( ALUM 52 84084 612. BD, 7/8° MICRON PVC PVC FLANGE H - 6030B PVC SASH, CASE. 146008 SCREEN RAIL, SIDEBTM,141592 ALUMINUM 6063 -T6 T SCREW SUPPORT - P -3113 31/8" PVC FR. CASE., MAIN (FIN) H -6030A �x PROP RIETARY AND COWIDENTAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. I8 PROHIBITED. :iri7-116" 1/16' COIL, .05 X .437, P-4050 ALUMINUM 5052 -H32 2182" 1/16" COIL, .082 X .856, P-4491 ALUMINUM 5052 -H32 1713 1 FRAME CORNER CONSTR11C ON CORNER WELD (ALL SIDES) SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCREEN RAIL, TOP/SIDE, 141593 ALUMINUM 6063 -T6 7/32° 27/32" PVC GLAZING BEAD - 6064 LUCAS A. TURNER, FL P.E. 58201 3/4° SASH REINF. S -1505 ALUMINUM 6063 -T6 A'UPDATED PER 2010 FBC 1 12/5/2011 ttittIttgtr, ,��t� P,NORE►,y ��,i • No 58201 ,�A * •• *2 STATE OF 4. si��•�(0R LO.• �d : *. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: EXTRUSIONS & S.O.M. - LARGE MISSLE IMPACT 8400 ADE 09/22/2008 Y1:DEL CASEMENT DCALE: 12 "'I3. N°•: CWS -240 EV.LETTER: A Ham' 5 OF 7 21D" MIN. EDGE DIST. (CI (1011/4" MN. EMBEDMENT CONCRETE/MASONRY BY OTHERS • • • 0• • •O• if • A• • • • 11. s. • r SEALANT BETWEEN BUCK AND OPENING BY OTHERS • • >• P. • • p • EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1 BY WOOD BUCK BY OTHERS 1/� MAX SHIM INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT 10] INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW. W/ WASHER THRU SCREW SUPPORT [C] INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r1/4" MAX SHIM I81 CONCRETE/MASONRY BY OTHERS C)8 A VERTICAL SECTION FRAME(MASONRY) 1 BY WOOD BUCK BY OTHERS [Al 1/4" MAX SHIM III 2.1M MIN. EDGE DIST. IC1 1 1/4" MIN. EMBEDMENT [C] SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS Li/4" MIN. EMBEDMENT 4•-2.10:. MIN. EDGE DIST. (C] B HORIZONTAL SECTION 6 FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS [BI MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER cC HORIZONTAL SECTION B FRAME (WOOD) 'ga.1•t • oo•S • CONCRETE/MASONRY BY OTERS 1 318" MIN. EMBEDMENT 1D1 2 BY WOOD BUCK BY OTHERS (A1 2 MN. EDGE GIST. (DI INSTALLATION ANCHOR, #10 WOOD SCREW W/ WASHER THRU SCREW SUPPORT [D] SEALANT BETWEEN BUCK S►' AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (CI SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX SHIM 11/..41 MIN. EMBEDMENT 101 CONCRETE/MASONRY BY OTHERS 2112" MIN. EDGE DIST. [CI ()ALTERNATE PRECAST SILL DETAIL 8 FRAME (MASONRY) LUCAS A. TURNER, FL P.E. 55201 PROPRIETARYMDca6FIDENINL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAM/IRO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC.18 PROHIBITED. EXTERIOR FINISH BY OTHERS FOR 2BY INSTALA11O ILL INSTALLATION SAME AS HOWN BELOW REFERENCE NOTES: (A] SEE NOTE 10, SHT [BI BEE NOTE 263, SHT 2 (C) SEE NOTE 4, SHT 2 SDI SEE NOTE 5, SHT 2 [EJ SEE NOTE 8, SHT 2 A UPDATED PER 2010 FBC 1 12/5/2011 otpp 4DF 1 ,,,,i • WINDOWS & DOORS No 55201 'Vet 1800 SW 44TH AVE. =.k s OCALA, FLORIDA 34474 : mLNSALIATION ANCHOR THRU FRAME DETAIL - LARGE MISSILE IMPACT I) STATE OP :4i: /y•O�t`;'�; O R 1Qb. S. • nonEL: 8400 ADE 09/2212005 • CASEMENT W° No CWS -240 ,P��/Sj /6NA; ��,, VEV LETTER A SHEET B OF 7 SCALE: NTS SHEATHING BY OTHERS I1/2t MIN EMBEDMENT [E7 SEALANT BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 08 WOOD WASHER. SCREW w/ [E] PERIMETER SEALANT BY INSTALLER WRAP BY INSTALLER WINDOW BYINSTALLERP LW" MAX SHIM Ie1 2 BY WOOD BUCK BY OTHERS [A] 1L4: MIN EDGE DIST lEl rIS] MAX SHIM PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 1L4 MIN EDGE DIST 1E1 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW w/ WASHER. 1E] . MIN EMBEDMENT re VERTICAL SECTION 7 FIN (WOOD) 2 BY WOOD BUCK BY OTHERS [AI INSTALLATION ANCHOR, #8 WOOD SCREW w/ WASHER. [EI .1.4/Z MIN EMBEDMENT (El �— SHEATHING BY OTHERS 9L4 MIN EDGE DIST [E1 r_1/4" [B] MAX SHIM EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER PROPRIETARYAND COFFIDBNWil. 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS, INC. I8 PROHIBITED. WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION 7 FIN (WOOD) REFERENCE NOTES: [Al BEE NOTE 10, SHT 1 [B] SEE NOTE 283, SHT 2 ICI SEE NOTE 4, SHT 2 [DIME NOTE 8, SHT 2 [E[ SEE NOTE 8, BHT 2 LUCAS A. TURNER, FL P.E. 58201 A (UPDATED PER 2010 FBC 1 12/5/2011 WINDOWS & DOORS 1900 SW 44111 AVE. OCALA, FLORIDA 34474 rrrLE INSTALLATION ANCFOR FIN DETAIL - LARGE MISSILE IMPACT StNIES: 8400 VRAWN BY: ADE )ATt 08/22I2008 `MODEL' SCALE Ntl.: CASEMENT NTS CWS -240 REV. LETTER: A SHEET: 7 OF 7 Florida Building Code Online Business & Professional Regulation Florida Department Busines Profess' Regulation http : / /wwwfloridabuilding.org/pr /pr app dtaspx ?param= wGEVXQ... f aces Home 1 tog in 1 User Regtstratbn 1 trot Toffs 1 Summit Surcharge Stets & Facts 1 Pubicaibns FIE Staff 1 SCE; Ste Map 1 Mks s Search I Ucerse erldendy Ceiiula•e taut, Product Approval USER: Pubic User nodes Mrno vaf Menu > Product or houlcatbn Sean, > Aeo atbn Lkt > Applration Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address /Phone/EmalI Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11103 -R1 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson@cws.cc Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Tuner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL11103 R1 COI EvaiRep CWS -292A LSGD -8900, XO, 6068, PVB, IMP).pdf Stansload AAMA/WDMA/CSA/101/I.S.2/A440 -05 ASTM E 1300-04 ASTM E1886 -02 ASTM E1996 -02 Year 2005 2004 2002 2002 1 of 2 4/24/2012 11:09 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx ?param= wGEVXQ... TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1. Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/12/2011 12/16/2011 12/21/2011 01/31/2012 0 Next Contact Us :: 1.940 North Monroe Street. Talahessee 8.32399 Mone: 850- 487 -1824 The State 01 Horta b an AA/ffk) empbyer• CoovrbM 2007 -2010 State of Fbrtla. :: Prtvacv Statement :: BANIfiligat5DitiMit :: gelDIASNDMBIB Under Florida law, e-mail addresses are pubic records. If you do not want your e-mail address released In response to a pubic- records request, do rot send electronic mall to this entity. Instead, contact the Dike by phone or by tradtbrwl mat If you have any questkms nab DBPWs ADA web axessibility, please contact our Web Master at DAMDBDADABIBMAIDIDAM Product Approval Accepter 2 of 2 4/24/2012 11:09 PM FL # Model, Number or Name Description 11103.1 SGD -8900 SGD -8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -60 Other: Large Missile Impact, Max. size 6068, DP = +/- 60 PA Installation Instructions FL11103 R1 II CWS -292A (SGD -8900. XO, 6068, PVB, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R1 AE DuPont PVB NOA 11 -0624 01.pdf FL11103 Ri .AE EvaIRep CWS -292A (SGD -8900, X0, 6068, PVB, IMP).pdf FL11103 Ri AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 11103.2 SGD -8900 PVC Sliding Glass Door. SGD -8900 PVC Sliding Glass Door, 16080. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant= Yes Design Pressure: +60/ -60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Conflg. Include OXXO, OXO, OX, XO. Installation Instructions FL11103 R1 II CWS -298A (SGD -8900, O)0XO, 16080, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R1 AE DuPont SGP NOA 11 -0624 02.pdf FL11103 R1 AE EvalRep CWS -298A (SGD -8900, O)0XO, 16080, IMPACT).pdf FL11103 RLAE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 0 Next Contact Us :: 1.940 North Monroe Street. Talahessee 8.32399 Mone: 850- 487 -1824 The State 01 Horta b an AA/ffk) empbyer• CoovrbM 2007 -2010 State of Fbrtla. :: Prtvacv Statement :: BANIfiligat5DitiMit :: gelDIASNDMBIB Under Florida law, e-mail addresses are pubic records. If you do not want your e-mail address released In response to a pubic- records request, do rot send electronic mall to this entity. Instead, contact the Dike by phone or by tradtbrwl mat If you have any questkms nab DBPWs ADA web axessibility, please contact our Web Master at DAMDBDADABIBMAIDIDAM Product Approval Accepter 2 of 2 4/24/2012 11:09 PM SLIDING GLASS DOOR (LARGE MISSILE IMPACT) STANDARD 79 /2" OVERALL IZ PANEL HEIGHT GLASS DLO 71 1/2" OVERALL WIDTH 4vv TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES.-2 DP CHART & GLAZING DETA0—. 3 SECTION VIEWS _4 EXTRUSIONS & 8.0 u 5 INSTALLATION DETAILS 8-7 O x 4= GLASS DLO 38 5LE PANEL WIDTH PES N PRESSURE RATIN1 4-60 Lucas A. Turret, P.E. 2011-12-14 18:50-05:00 PROPRIETARY AND CONFORMAL 12!14/11 THE INFORMATION CONTAINED IN THIS DRAWNi S3 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION DI PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: 1(0", °OX° 4. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 - 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd =1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL- 210-3505 -1, 1A, NCTL - 210 - 3506 -1, -1A 9. SERIES / MODEL DESIGNATION: SGD-8900. 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Xc,OPERABLE SASH, 0-FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. EXTERNAL WEEP SLOT =1/4 x 1" LOCATED 4" FROM BOTH ENDS. LUCAS A. TURNER, FL P.E. 58201 AI UPDATED PER 2010 FBC 11/14/2011 :.a No 58201 ,7a :t� * C* 9i :Q: r43 STATE OF - •r1 4:44:41glitYsiiit0. WINDOWS & DOO20 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GENERAL NOTES & ELE1[AT1ON - LARGE MI LE IMPACT Woes: 8900 ORAYY1VN SY: ADE AT • 07/21/2008 NODEL: SOD SCALE: MG. NO.. CWS -292 NEV. LETTER:A HEET: 1 OF 7 8° MAX (TYP) 12 7/8° MAX (TYP) ° 14. 4°- A � SEE NOTE 2 8° MAX (TM) 15.2L41 MAX (TYP) B \ 0 X \ / \ A ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) B INSTALLATION ANCHORS (TYP) RTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/18° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DIA. TTW TAPCONS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1/8° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER -TO- CENTER DISTANCE OF 2 7/18• SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3° FROM INSTALLATION ANCHORS. 5.410 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD SUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CUP ANCHORS MUST BE AT LEAST 3° FROM INSTALLATION ANCHORS. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G .0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT PRTMYAImCONF10ENDAL 12/14/11 VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), WINDOW SYSTEMS, MC ANY RE DUC IN PART OR AS A LE wire outer THE FMA!WDMA 250(BOX WINDOWS), FMNAAMAANDMA300(EXTERIOR DOORS). WRfEN PERMISSION DF CUSTOM WomOW SYSTEMS, WC. MPROHIB ED. LUCAS A. TURNER, FL P.E. 88201 oo I4 N14 oo N%. OREW 4710.t4 1.46%.„. No 58201 i� 47-.7 • *i * i *' =o: ;a: S 130.% STATE OF ° 4'I+' ;4s; ; PA11 ;; ;;; Al UPDATED PER 2010 FBC ' 11/14/2011 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 41LE: ANCHOR SCHEDULE & NOTES - LARGE MISSLE IMPACT ntHUS:S900 OWIWNSY: ADE DATE: 07/21/2008 MODEL: SGD SCALE: REV. LETTER:A 3WO.NO.: CWS -292 SHEET: 2 OF 7 1° OVERALL 3/18" TEMPERED 7/16 AIRSPACE 3/S° LAMI 1/8° ANNEALED .105 DUPONT PVB INTERLAVER 1/S° ANNEALED PURFECT GLAZE °If SIKAFLEX 552 13/18• GLASS BITE GLASS TYPE A TARY AND GOAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. R PROHIBITED. SILL ROBS M�4X. (PP EDP NO SILL RISER 60* 1737 SILL RISER 60 * INSTAI. ATION WITH NO 61.L RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS 111I REQUIRED. LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC 11114/2011 %%pl73flNlg %% PNORE •��,,i .2.4 No 58201 ' � � : *; * I * _ ►-O: •'QC 1105 •. STATE OF �� WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GLAZING DETAILS - SERIES: 8900 MODEL: SOD LARGE MIRSLE IMPACJ BY 7A MAW : ADE scam 07/21/2008 9EV. LETTER:A 3W13. NO.: GWS -292 SHEET: 3 OF 7 SILL RISER OPTIONS MAX. POSITIVE DP (PSF) NO SILL RISER 60* 1737 SILL RISER 60 • INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE ISNQT REQUIRED. PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING 181140 BOLE PROPERTY OFCUSTOM WINDOW warms, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 A0UPDATED PER 2010FSG 1 11/14/2011 ��uuuUp9 :y PNORE fl t�,�� CR"∎�GE174i:1 P'L�� WINDOWS [s 1 No 58201 ':�p�: 1900 SW 44TH AVE. * : * ? OCALA FLORIDA 34474 • : �' 1 RLE. SECTION VIEWS - LARGE MISSLE IMPACT �� • STAOP :40: I1ERlE8: DRAWN 8Y: WE: � :•.o P•: ��O` 8800 ADE 07/21/2008 0`�S <. O ®•�p;�•` MODEL: SGD SCALE: Ewa. NO CWS -292 ��i► /or:. la�a ►�� AEV. IttER A sRF�: 4 OF 7 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H -8042 FRAME, MAIN, SGD MIKRON PVC 2 S-6040 THRESHOLD/FILLER, SGD MACRON PVC 3 S -1722 SUPPORT BLOCK, FOXED, SGD KEYMARK ALUM 4 11-6032 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 5 H-6032 PANEL SIDE RAIL, SOD MACRON PVC 5 H -8033 PANEL, INTERLOCK, FOXED MACRON PVC 7 1-1-8034 PANEL, INTERLOCK, OPERABLE MIKRON PVC 8 11-6035 INTERLOCK, SNAP -ON, MIKRON PVC 11 P4342 SEAM SEALER,SM•5504 SCHNEE 12 P-3352 SETTNG BLOCK, 85DUR.1/8'X7/8 °X2° FRANK LOWE RUBBER 13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE °H° SIKA/HENKEL 14 P4492 WSTP., 0.270 X.187, BACK FNSEAL, GRAY ULTRAFAB 15 P-3539 #8X3/4° QUAD PHLIPS, TEK FASTENAL ZINC 18 P4557 410 x2, HEXHEAD, TEK FASTENAL ZINC 17 P4752 CAP PLUG, 1/2° HOLE M&M NYLON 18 P-3787 1610 X1° HEX WASHER HEAD, TEK FASTENAL ZINC 19 P -3789 LOCK & HANDLE KIT, PVC, SOD AMESBURY STEEL 20 P -3792 3/4 °KEEPER AMESBURY SS 21 P -3793 MORTISE LOCK HS&D S5 23 S -1590 REINFORCEMENT, PVC SOD, PANEL KEYMARK ALUM 24 8 -1591 REINFORCEMENT, ALUMINUM, SGD, PANEL KEYMARK ALUM 25 8.1818 FOXED PANEL CUP KEYMARK ALUM 28 8-1597 COVER, FIXED PANEL CLIP KEYMARK ALUM 27 S -1855 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM 29 5-1737 HIGHRISE SILL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00°, SGD MACRON PVC 31 8-6041 TRACK, SCREEN, SOD MICRON PVC 32 S -8048 SUPPORT WELD, SGD !AKRON PVC 33 GLASS (SEE SHEET 3) 34 8-1784 THRESHOLD (SILL, SOD) KEYMARK ALUM 35 S -1769 REINFORCEMENT, PVC SGD, INTERLOCK KEYMARK ALUM PVC TRACK FILLER - 6040 SILL THRESHOLD -1784 PVC INTERLOCK SNAP -6035 NOTE: ALL ALUMINUM EXTRUSIONS ARE 8083 -T8. ITEMS 9,10,22,28 ARE NOT USED. ALUM. FIXED PNL CLIP • 1597 ALUM.REINFORCEMENT -1581 PVC PANEL INTERLOCK - 6034 PVC SCREEN TRACK -6041 r-- 2 1/18" I /8° ALUM RSVP. INTRLK -1769 13/16' PVC PANEL LOCKSTILE - 6032 .100 PVC PANEL INTERLOCK - 6033 1 6/8 "--1 ALUM. FIXED PNL COVER -1618 1 15/16" ALUM REINFORCEMENT•1590 7/16" 1 1/8' 21/8 z� ROLLER TRACK -1865 PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ALUM. HIGHRISE -1737 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION VENTS FULLY WELDED FIXED PANEL SUPPORT • 1722 .080 PVC GLAZING BEAD - 6037 LUCAS A. TURNER, FL P.E. 58201 2.00D PVC WELD SUPPORT - 8048 Al UPDATED PER 2010 FBC 1 11/14/2011 ig4 pt10RE W,14 .?" No 58201 ';�'A : *i * S *= 9 =° STATE OP u ,, /ONA� s.:" WINDOWS & DOORS 1900 SW 44TH AVE OCALA, FLORIDA 34474 EXTRUTIONS & BOM - NON- IMPACT k'ERIES: -BRAWN BY: 8900 ADE )ATE: 07/21/2008 MODEL: SGD SCALE: 12 7W0. NO.: CWS -292 'REV. LETTER:A SHEET: SOF7 LIZ MIN EDGE DIST. 101 SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER .11/6.: MIN EMBEDMENT [D7 IA/4' MIN EMBEDMENT (THAiU FIXED PANEL CUP) CONCRETE/MASONRY BY OTHERS 2 7/18 MIN CNTR TO CNTR DIST 1C1 (C+I a° MN EDGE DIST. 2 7118° MIN CNTR TO CNTR DIST [C] SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BYINSTAU.ER/DO NOT COVER WEEP HOLES EXTERIOR fI j r; lair U,'! I.. ", L14: MIN EMBEDMENT 101 1 BY WOOD BUCK BY OTHERS [A] 1/4° MAX. SHIM [81 1/4° MAX. SHIM [B1 INSTALLATION ANCHOR, 3/18° DIA. MASONRY ANCHOR W/ WASHER [C] INTERIOR 1 1 INSTALLATION ANCHOR, 3118' DIA. MASONRY ANCHOR W/ WASHER 101 1117 3.1.03. 1 I& MN EDGE DIST. 1C] A VERTICAL SECTION 8 FRAME (MASONRY) HIGHR11SE SILL BEAD OF SEALANT BETWEEN HOHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, 3/16° DIA. MASONRY ANCHOR W/ WASHER ICI CONCRETE/MASONRY BY OTHERS 1.114: MIN EMBEDMENT (C1 PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR P. SEALENT BETWEEN BUCK AND OPENING BY OTHERS 1/4° MAX. SHAM [BI 1.1L4: MIN EMBEDMENT [0] INSTALLATION ANCHOR, 3/18° MASONRY ANCHOR w/ WASHER [CI 2 7 /16•MN CNTR TO CNTR DIST [CI 1 BY WOOD BUCK BY OTHERS [A1 0 P • B HORIZONTAL SECTION 6 FRAME(MASONRY) PROPRIETARY ANDCO4RDema 12/14/11 THE DIFORMATICN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION P PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. S PROHIBITED. PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 'Al SEE NOTE 10, SHEET 1 `e] SEE NOTE 2 AND 3, SHEET 2 C] SEE NOTE 4, SHEET 2 '01 - EE NOTE 5. SHEET 2 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 11/t4/2011 I RE?t tLO,,, 4, ,•i .2.4. No 58201 F� c *; * *Ts -0: ;a* r9 +° STATE OF • 4/ •S°•A, .w'4• WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION DETAIL (N 1 BY BUCK - LAR 8900 FAWN SY. ADE MODEL` $aD NTS A 3 M118SILE IMPACT w 07/21/2008 WO. NO. CWS -292 HEET. 6OF7 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS [AI CONCRETE/MASONRY BY OTHERS 13IA° MIN EMBEDMENT ID) 1318 MIN EMBEDMENT (TMU FIXED PANEL CLIP) D1 ME MIN EDGE DIET. [01 CONCRETE/MASONRY BY OTHERS r___ 1/4 MAX SHIM [e] INSTALLATION ANCHOR, 010 WOOD SCREW W/ WASHER N1 INTERIOR 1/4° MAX SHIM [BI 131E MIN EMBEDMENT 84 `d ▪ -EC MIN EDGE DIST. s [Dl s CONCRETEMASONRY P t9 BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] EXTERIOR EXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER NMIN EDGE DIST 1.,I/B° MIN EMBEDMENT [DI 1/4 MAX. SHIM (B1 INSTALLATION ANCHOR, 010 WOOD SCREW W/ WASHER roi EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT SY INSTALLER/DO NOT COVER WEEP HOLES 10: MIN EDGE DIST. [01 HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE 811 AND FRAME BY INSTALLER INSTALLATION ANCHOR, 3/18° DIA. MASONRY ANCHOR W/ WASHER 1C1 CONCRETE/MASONRY BY OTHERS 11/4: MIN EMBEDMENT (C1 2 7/18° MN. O.0 [C] VERTICAL SECTION FRAME (WOOD) PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BYOTHERS HORIZONTAL SECTION Q ' 111 ( • it PROPRIETARY AND CONE/D9+nAL 12/14/11 THE INFORMATION CONTAIN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUC110N N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. & PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, 810 WOOD SCREW w)WASHER 031 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS [Al EXTERIOR FINISH BY OTHERS Al SEE NOTE 10, SHEET 1 FS] SEE NOTE 2 AND 3, SHEET 2 'C] SEE NOTE 4, SHEET 2 D1 SEE NOTE 5. SHEET 2 AI UPDATED PER 2010 FBC 11/14/2011 eatgat IN 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION DETAIL RGE MISSILE IMPACT )'TE: 07/21/2008 Bk :8900 MODEL: SOD N2BYBUCK -LA 3MA NUV: ADE SCALE: )WCI. NO.: NTS CWS-292 SEv. LEITER:A SHEET: 7 OF 7 BUI PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SPECTION'S PHONE NUMBER: (305) 762.4949 Permit T -BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: J %r/5 - l c(017 Address: 5'7 g' 93 7 Permit No* S -2- Z- i8 Z. Master Permit No. City: (4644 A -5 State: f — Zip: 3 32 34? Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 6 7 me 9:3 sr City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1.1 -3204-0/3-04/00 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 4-777PJ2 /C!M ) PtLd ii/Phone #: 3 %!3 —05/V Address: City: State: Zip: Qualifier Name: @eNikitina 41 "(..ks r l9 ue 2.---"" State Certification or Registration #: Ca L /573 3 ..)-"7/ Certificate of Competency #: Contact Phone #: a'/ — 8 2...1 3 Email Address: o-Ov \66 ( j4 PU% Md c /&& a 0-49 / DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Pe Square/Linear Footage of Work: Type of Work: Cl d Description o, O 'Ji ❑New ❑Repair/Replace ❑Demolition ************* * * * * * * * * * ***************** Fees * *** * *** ** ********* ***** ** ****************** u mittal Fee $ Permit Fee $ 6 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 Aid day of PTA, C, 20 �, by SAt4ANt"14A 1 HNV2. , who is personally known to me or who has produced �t C-6-'1/SC As identification and who did take an oath. NOTARY PUBLIC: Print: RIevOheR'17) My Commission Expires: e" P4(, RIGOBERTO JESUS CUESTA * MYCOMMISCION #CE051340 EXPIRES: April 27, 2015 Bonded Thw Budget Nary Services * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY The foregoing instrument was acknowledged before me this .2 day of A IPr-I t , 201 Z , by .Anetict4 ait) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: plot' Sign: Print: 12-16 ®4E02-47.) My Commission Expires: ZiiN7 416OEERT0 JESUS CUESTA * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 44.0 ov, Bolded Tin Bridget Wary Services ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk F1oridt: Building Code Online Bus1'nes Profess' Regulation - Gwn( g. a;2',I ;. Log In User Registration Product Approval USER: Publt User Hot Topics Mip:// www. floridabuilding .org/pr /pr_app_1st.aspx Submit Surcharge Stets & Facts Publications FBC Stag BCIS Site Map Product Aoomval Ment1 > Product or Aoe &atbn Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use In HVHZ Impact Resistant ____ Other 2007 ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 7966.1 ALL ALL ALL ALL ALL ALL ALL pfarcn KesuIts - Applications rat Tvoe Manufacturer Validated By Status i FL7966 -R1 Revision RightConcept FL #: FL7966.1 Model: a. Premium Opaque Fiberglass Door Description: 6'8 Single Premium O ague "Impact" Fiberglass Door - Outswing (X) Configuration Category: Exterior Doors Subcategory: Swinging Extern Door Assemblies L.F. Schmidt, P.E. (813) 926 -6537 Approved I I i History *Approved by DBPR. Approvab by DBPR sha0 be reviewed and ratified b the POC and /or the Commissbn If necessary. Contact Us ::1940 North Monroe Street. Tallahassee FL 32399 The State of Fbrtla b an AA/EEO employer. ZQpyrbht 2007 -2010 State of Florida, :: Privacy Statement :: Accessibtav Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released br response to a public- records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regardMg DBPR's ADA web accessibility, please contact our Web Master at webmaster@dborstate.fl.us. Product Approval Accepts: 1 of 1 1/31/2012 5:57 PM . Florida. Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param=wGEVX... F is Bu sines Protessi Regu aticn BCIS Home Log In i User Registration Hot Topics tite�t =.eefSckndy; Reruia:x l;:Itly. Product Approval USER: Public User product Aooroval Menu > Product or Aookatbn Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7966 -R1 Revision 2007 Approved RightConcept 2615 S. 80th Street Tacoma, WA 98409 (253) 471-8861 rickw@rwbIdgconsultants.com Peter Sibbett rid<w@rwbIdgconsultants.com FBC Staff j BCIS Ste Map Unks Search 1, Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2014 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL7966 R1 COI CERT OF INDEPENDENCE.pdf Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 Year 2007 2004 2002 1994 1 of3 1/31/2012 5:57 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa Products http://www.floridabuilding.org/pr/pr_app_dtaspx?param=wGEVX... Method 1 Option D 05/01/2008 07/09/2008 2 of3 1/31/2012 5:57 PM F # i Model, Number or Name Description 7966.1 a. Premium Opaque Fiberglass Door 6'8 Single Premium Opaque "Impact" Fiberglas Door - Outswing (X) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.1 for Design Pressure Ratings by s. - ? Model and for any other additional use.iimitatlons Installation Instructions FL7966 R1 II INST 7966.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 -AE EVAL 7966.1.pdf i Created by Independent Third Party: Yes and installation n u ions. 7966.2 b. Premium Opaque Fiberglass Door 6'8 Single with Sidelite Premium Opaque "Impact" Fiberglass Door - Outswing (OX or XO) Continuous Head and Sill Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.2.pdf Created by Independent Third Party: Yes 7966.3 c. Premium Opaque Fiberglass Door 6'8 Single with Sidelite Premium Opaque "Impact" Fiberglass Door - Outswing (OX or XO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 Ri II INST 7966.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.3.pdf Created by Independent Third Party: Yes I 7966.4 d. Premium Opaque Fiberglass Door HVHZ: Yes HVHZ: Yes for Design Pressure Ratings by other additional use limitations . (Note - ASTM E1300 -02 the HVHZ) 6'8 Single with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (OXO) Continuous Head and Sill Configuration Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.4 specific Model and for any and installation instructions. utilized for areas inside Installation Instructions FL7966 Ri II INST 7966.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.4.pdf Created by Independent Third Party: Yes 7966.5 i e. Premium Opaque Fiberglass Door 6'8 Single with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (OXO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.5.pdf Created by Independent Third Party: Yes 2 of3 1/31/2012 5:57 PM Florida Building Code Online http:// www. floridabuilding .org/pr /pr_app_dtl.aspx?param= wGEVX... 7966.6 f. Premium Opaque Fiberglass Door 6'8 Double Premium Opaque "Impact" Fiberglass Door - Outswing (XX) Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.6 for Design Pressure Ratings by specific Model and for any other additional use :imitations and installation instructions. Installation Instructions FL7966 R1 II INST 7966.6.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.6.pdf Created by Independent Third Party: Yes 7966.7 g. Premium Opaque Fiberglass Door 6'8 Double with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (OXXO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.7.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.7.pdf Created by Independent Third Party: Yes lea* ICI Contact Us :: 1940 North Monroe Street. Tallahassee 9 37399 The State of Fbrida is an AA/EEO employer. Coovrlaht 2007 -2010 State of Fbrlda :: privacy Statement • • ArsesslbfiM Statement :: Refund Statement Under Fbrlda law, e-mail addresses are public records. If you do not want your e-mail address released N response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibitty, please contact our Web Master at webmasterStdbor.state.fl.us. Product Approval Accepts: rt FE 3 of 3 1/31/2012 5:57 PM 2615 S. 80th STREET TACOMA, WA 98409 TEL: 253 -471 -8861 PREMIUM OPAQUE FIBERGLASS DOOR OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 2007 Ronda Building Code (FBC) structural requirements including the 7-figh VeIocify Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product compiles with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind bome debris proteciion this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E1996, 5. For 2x stud framing construction, anchoring of these units shad be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for'HVHZ". TABLE OF CONTENTS 21E8'5 DESCRIPTION Typical elevations, design pressures & general notes 2 Door panel construction details & glaring details 3 Horizontal cross sections 4 vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Components 8 Bill of materials 37.50" MAX. OA FRAME WIDTH ym z' 0 sn DATE; 4/23/08 SCAM N.T.S. owo. sy: ass. sr: WWH tomato No.: FL- 7986.1 SNEE! 1 of 8 zz 0 0 a 0 z 0 0 0 6 OUTSWING 31.50° x 80.75° +65.0 -65.0 ym z' 0 sn DATE; 4/23/08 SCAM N.T.S. owo. sy: ass. sr: WWH tomato No.: FL- 7986.1 SNEE! 1 of 8 zz 0 0 a 0 z 0 0 0 6 35.75° MAX. PANEL WIDTH 0 rzl V/ IMPACT OPAQUE DOOR SEE DETAIL 1 EXTERIOR LOCK BLOCK PVC STILE CAP SEE DETAIL 2 INTERIOR C) HORIZONTAL CROSS SECTION POLYURETHANE FOAMED FIBERGLASS YARN REINFORCEMENT DETAIL 2 FIBERGLASS SKIN „ t). 1_1.56.1 BOTTOM RAIL iiII DETAIL 1 0 TOP RAIL 0.10° 0.3 ” C) HINGE SOO 11111111 LVLSTILE 7 1-'38"1 N Id 0 taw SUE 0.10" 0.19° EXTERIOR INTERIOR LVI. RAIL PVC COMPOSITE RAIL 2 2 VERTICAL CROSS SECTION 0 z nue 4/23/08 SOLE N.T.S. OWG. 0Y W OK FM WWH DRAMM2MU FL-7966.1 mtEET 2 OF 8 3 0 a 0 0 0 0 0 0 ID ID 1- 1 /4° MN. EMB. )lYP.) O 0.15' O MINK O e ° ° r r (TYP•) • a ° i IF INTERIOR t 4,„,„,,„„„,,,„, - r 1 0 0 w a 4), t 112; iii o ° m0 lOHORIZONTAL CROSS SECTION (D HORIZONTAL 1-1/4° MIN. EMB. )IYP.) © 0 0 EVII tus z'' a INTERIOR EXTERIOR © 00 CI HORIZONTAL CROSS SECTION Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 3 2 HORIZONTAL CROSS SECTION Cr a u) z 0 zz DATE: 4/23/08 SCALE N.T.S. Oro. BT: YV Our. WWH DRAWING N0.: FL- 7966.1 seer 3 OF 8 © 2DDB R.W. BIIILDIND OD 1" MIN. FROM --.— MASONRY EDGE (TYP.) 1" MIN. FROM MASONRY EDGE y� EXTERIOR C)VER1ICAL CROSS SECTION EXTERIOR INTERIOR 2-1/7 MIN. FROM MASONRY EDGE (TYR) 0 VERTICAL CROSS SECTION Outswing sill - high dam to in o w cy 2-1/7 MIN. FROM MASONRY EDGE �► ITYP.) 2-1/7 MIN. FROM 2-1/7 MIN. FROM MASONRY EDGE MASONRY EDGE —.-0- ITYPj ITYP•) EXTERIOR 10 ME 0 ® 4 i�IA INTERIOR O CIVERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) 44 VERTICAL CROSS SECTION 4 Outswing slll 2-1/2" MIN. FROM MASONRY EDGE fn'P•) 0 0 In DATE 4/23/08 WALL N.T.S. DWG. BY: W aac er: WWH DRAWING NO.: FL- 7966.1 smog 4 or 8 2X BUCK -re MASONRY - OPENING Et TYP. HEAD AND JAMB SEE NOTE 1 BUCKANCHORIN NOTES: 7 g ^0 0 SEE HINGE DETAIL 1 Ig 13U O l/) SEE HINGE DETAIL 2 HINGE JAMB 2X BUCK DOOR FRAME MASONRY OPENING Masonry 2X buck conshucton FRAME ANCHORING 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1 "clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have dlfferent edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar Joints. If Concrete screw locations noted as MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" irW concrete screws anchoring frame and/or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. STRIKE JAMB HINGE DETAIL i 2X BUCK INSTALLATION 2X BUCK INSTALLATION SiRIKE PLATE DETAIL HINGE DETAIL 2 zV satoz tau YV mm rm z 0 rn O z Dee 4/23/08 WALE, N.T.S. tnia er W cm( a WWH DRAW= ND.: FL- 7966.1 SHEET 5 of 8 0 z 0 z 5 a o° 0 0 5 m rc 0 0 N SEE BINGE DETAIL 1 SEE HINGE DETAIL 2 HINGE JAMB TYP. JAMBS SEE NOTE 1 iX BUCK DOOR FRAME MASONRY - OPENING SEE NOTE 1 ? • FRAME ANCHORING Masonry 1X buck construction NOTES: 1. 1/4° fiW concrete screws anchoring frame and /orsli require a minimum 2 -1/2° clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppler may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16° ITW concrete screws anchoring frame and /or sil require a minimum 2 -5/8° clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 2 -1/4° clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. ® J STRIXEJAMB SEE N© ©�1,,; SEENOTE2 pH 0 STRIKE PLATE DETAIL 1X buck HINGE DETAIL 1 HINGE DETAIL 2 O a z 0 0 z Gam 4/23/08 SCALE N.T.S. G'G. BY: W mac er: WWH DRAWING N0: FL- 7966.1 sea 6 OF 8 13.98" • • • r 0 0 0 HINGE 4.57' t;oztit-44,11 tr-":04XSZ OOUISWING THRESHOLD Highaarn option 4.56" 000 SIDE & HEAD JAMBS 0 OUISWING THRESHOLD OSILLKEY DETAILS 01311ord z g 0 z rr z We 4/23/08 scwx• N.T.S. MO. BY: YV MK BY: WINH MMEWIIMM FL-7966.1 SHEET °FA_ z 2 0 a a BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK WOOD B 2X BUCK SG >= 0.55 WOOD D 1/4" X 2 -3/4" ELCO PFH CONCRETE SCREW STEEL, E MASONRY - 3,192 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL G MAX. 1/4 SHIM SPACE WOOD H 1/4" X 3-1 /4" ITW PFH CONCRETE SCREW STEEL J #10X2.5"PFHWS STEEL L #8 X 2-1/2" PFH WS STEEL M #3116 X 3-1/4" UW PFH CONCRETE SCREW STEEL P 1/4" X 2 -3/4" ITW PFH CONCRETE SCREW STEEL 2 STRIKE JAMB - FINGER -JOINT PINE - SG >= 0.42 WOOD 3 HINGE JAMB - FINGER -JOINT PINE - SG >= 0.42 WOOD 4 HEAD - FINGER -JOINT PINE- SG >= 0.42 WOOD 7 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 8 #6 X 1 -1/4 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 Q-LON - 18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL 19 SILLKEY PC /ASA 23 STRIKE PLATE STEEL 23A DEADBOLT PLATE STEEL, 24 #9 X 5/8" PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM) COMP. 26 #9 X 1.0" PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 30 LATCH STILE - SG >= 0.42 LVL/PVC 31 LVL LOCK BLOCK POPLAR 32 HINGE STILE - SG >= 0.42 LVL/PVC 33 TOP RAIL- POPLAR LVL & WPC COMBINATION POPLAR/WPC 34 BOTTOM RAIL - POPLAR LVL & WPC COMBINATION POPLAR/WPC 39 FIBERGLASS SKIN 0.079" MIN. THICKNESS (Fy = 5,203 PSI MIN.) FIBERGLASS cn z z 0 z mr: 4/23/08 srxE: N.T.S on. e+: W am 9r: WWH ORAW O Na FL- 7966.1 %mar 8 OF 8 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 7966.1 R1 Date: May 1, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: Premium Opaque Fiberglass Door Outswing "Impact" Manufacturer: Right Concept, Inc. 2615 S. 80th Street Tacoma, WA 98409 Phone 253.471.8861 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Right Concept, Inc. based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 7966.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell ., P.E. FL No. 54158 May 1, 2008 PF1089 R1 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 7966.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 7966.1 for size and design pressure limitations. Wendell W FL No. 541 May 1, 2008 PF1089 R1 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 7966.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Fiberglass Skins) approval number 05- 1206.01 issued by Miami -Dade BCCO. 2. Materials (PVB Interlayer by DuPont) approval number 04 -0816.02 issued by Miami -Dade BCCO. 3. Materials (Polyurethane Foam) testing per ASTM D1929-96 (2001) as performed by ETC Laboratories and reported in test report ETC 05- 781 - 17122.0, dated October 19, 2005, signed by Joseph Labors Doldan, P.E. 4. Materials (Polyurethane Foam) testing per ASTM E84-05 (ASTM E -84 -05 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by Evaluation Report EQ- E84 -05- 04 prepared, signed and sealed by Wendell W. Haney, P.E.) as performed by ETC Laboratories and reported in test report ETC 05- 781 - 17122.0, dated October 19, 2005, signed by Joseph Labora Doldan, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06 -0918 -2, dated October 10, 2006, signed by Wendell W. Haney, P.E. 6. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 08 -01370020, dated April 10, 2008, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0918- 2 and TEL 08 -01370020. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Right Concept, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. FL No. 54 58 May 1, 2008 PF1089 R1 Sheet 3 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 r 0 BYoem ®h 9N 1 (oil -Lcuatot--/s BUILD G \r\F. 82-, Permit No. PERMIT APPLICATION Master Permit No. FBC20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): SAMANT+&a BEE 41402.. Phone#: @511) bog. ZI `8 Address: 57 10E0 93°1' s'�tt+Ea City: /tit A-Ml r S N-o Res state: Zip: 33 t39 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 5.7k k /4 E 93 nA STece I City: Miami Shores County: Folio/Parcel #: 11— 320 Co ` 013 - 0 4 0 0 Is the Building Historically Designated: Yes NO Miami Dade Zap: 33 /39 Flood Zone: CONTRACTOR: Company Name: /)ME2.ICR) S7 M Rae l://0',1) Phone# » ) 6/3.05 / t{ Address: 7a 7o Su) 1 ST City: M t AMt State: Fl- Zip: 33/ SS Qualifier Name: MAI Q// Q4) Ro ��..1Q tI e Phone#: 400 sent- 7/6 7 State Certification or Registration #: C G C /513›:75/ Certificate of Competency #: Contact Phone#: OS) 52$ 82- 13 Email Address: j N FO @, ASP W 4b%duls . CD277 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 i' , 4 9 0 . Square/Linear Footage of Work: Type of Work: UAddition ClAlteration ONew ORepair/Replace Description of Work: n/ A / / 3 1 s • b.) 1 M Ar 320 ODemolition ************************* * * * * * * * * * *****xFees*** **4* ***** **** * * ** * *********e * * * * * *a **** Submittal Fee $ Permit Fee $ � V 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ itp ev�i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the e of such posted notice, the inspection will not be approved and a reinspe • s n fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / bra day of .1 J , 20 11 %, by 5414,203-141a 8EENAIER- , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ao�ey�,v,PU &�c R{SOBERTO JESUS MEES'A � 15� . COMMISSION t EE 051340 / 41,1, ES: Apr11 27, 2015 Sign: C / sr,, rt r Q. DIM B�xBudget Nata Services Services s �o Print: F GobE R'tb Cu, Gs-fA My Commission Expires: Agri L .2 7 / O /5- Contractor The foregoing instrument was acknowledged before me this /S TS day of eSatJ , 20 II, by t iI1G►N ti ON, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ao � °� _, RI©OBERTOJESUSOUESTA , }Y Sign: / e / u. E TIRES: April 27, 2015 Print: �t Cs oJR.�'' "' Wats My Commission Expires: Apai6.�7� 20/5- ******* ** * * ** * ** *** x******** * * * ** *** ****** ear**** *** * * ** * ********** *** ******* * ** * *** ******** * *** * * *** ** ***** APPROVED BY sgo"ic,L Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /102009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1-'320%'0(3 .0C4)O STATE OF FLORIDA: 111111111111111111111111111111111111111111111 CFF•1 2012R0056703 Bt: 275'7,1 Ps 4903; (ias) RECORDED 01 ;126/2012 i0:31:11 HARVEY RL►V'Ihdr CLERK. OF COURT (MIAMI -DADE COUNTY', 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. I �// 1. Legal description of property and street/address: ReSidd4)/i4� 57 NC L AST F'AGE Space above reserved ?3 ST H /AMi for use of recording i StIAQ€s Pi.: 2. Description of improvement: 7 ■1 p L 13 • • , , , 3 • „ , 3. Owner(s) name and address: SAMAAITHA BE HA(R. Interest in property: 57 N E 53 T M iAMI S110465 , FL 33158 Name and address of fee simple titleholder: ST �r 4. Contractor's name, address and phone number At- tC12.1CA,tr) tz'. vi fho f+t i0 1 7970 .csiv d6 57" ?`?14.t1i Fe. 33153- ) 513 - ©5/ II , 5. Surety: (Payment bond required by owner from pontractor, if any) Name, address and phone number: /i.% A Amount of bond $ iJ/ A 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be seried Section 713.13(1)(a)7., Florida Statutes, Name. address and phone number. ` as provided by 74" 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided 713.13(1)(b), Florida Statutes. Name, address and phone number: in Section `.- 9. Expiration date of this Notice of Commencement: ,A) (the expiration date is 1 year from the date of recording unless a different WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow / (s) •w, ->>' ' ;; u)horized Officer /Director /Partner /Manager Prepared By Prepared By date Is specified) ARE CONSIDEREI PAYING TWICE FOI OB SITE BEFORE THI COMMENCING WORT Print Name SA Mp 654'hA beEN MER Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 10114 day of SaA10Q2 . a0/ - I By S%MA N-Fhp age mEr- ❑ Individually, or ❑ as for ,� / ❑ Personally known, or U0 produced the following type of identification: Z. C-t" Signature of Notary Public: /Q c / Print Name: j c.o./3E2+0 'ha (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES a°10,'�� P•BO' RfGOBERTO JESUS CUESTA EXPIRES:Apit�1N27�,2015 TIm,BNiQeINOitlySelYbee above: Under penalties of perjury, I declare that I have read the foregoing and * ' _ * MEXPIRESSWNiEEM15 that the facts stated in it are true, to the best of my knowledge and belief. m?. - 1!!!' °;" - Y 9 .p,. F Fe Qp Signatures) gt'Ow►s(s) 9",wnpr(s), Authorized Officer/Director /Partner /Manager who signed By 123.01 -32 PAOE3 3/10 By ST . 412E FLCRiNk, LINTY OF DIDE /1-1E.1-BY ` t71-If' t tilF. 4 this f. s fits of the c :a.e on c 6 �__.___ d y of I57r 1ti 3 AMERICAN STORM PROTECTION CORP. 10801 NW 14 Street# 103 Miami, FL 33172 SALES - SERVICE - PERMITTING - INSTALLATION 305. 5284213 Fax (305) 735 -0228 "Exceeding Expectations One Client at a Time" estimates @americanstormprotection.com STATE# CGC1513274 - Impact Windows • Impact Doors • Garage Doors•Accordions • Panels • Roll Downs • Screens Samantha Beehner 57 NE 93 ST Miami Shores, FL Q E � iJ W A' B� • Miami Shores Village APPROVED BY DATE ZONING DEPT Style Notes BLDG DEPT 36x80 •/I-- 44.4/ -58 SUBJECT CO COMPLIANCE V1/111-1 ALL FEDERAL STATE ANL) CC- IANi Y rRULES AND REGULATIONS # Size Product # DP Req. Product DP Vendor Style Notes 1 36x80 X966.1. FL- 1-Li 44.4/ -58 651 -65-- 60/6 0 Right- Eeneept VyLOA- Entry Door Hinge left 2 37x50 FL12248.1 46.5 /-62.2. 60/ -75 CWS Slider XO 3 37x50 FL7067.1 46.550.4 60/ -60 CWS Slider XO 4 74x50 FL7067.1 43.7/ -56.7 60/ -60 CWS Slider XO 5 72x80 FL7858.1 42.3/ -53.8 60/ -60 CWS S.G.D. OX 6 37x38 FL7067.1. 46.5/50.4 60/ -60 CWS Slider XO 7 30x80 FL 12059.1 45.2/- 49.2i/ 501-50 Plaspro Entry Door Hinge right XO 8 64x51 FL7067.1 46.5/50.4 67.5/ -67.5 CWS Slider 9 19x39 FL5823.1 46.5/50.4 60/ -60 CWS Single Hung 10 37x50 FL6890.1 46.5/ -62.2 , 67.5/ -67.5 CWS Casement Hinge right 11 74x50 FL7067.1 43.7/-56.7 60/ -60 CWS Slider XO 12 37x50 FL6890.1 46.5/ -62.2 67.5 / -67.5 CWS Casement Hinge right 13 74x50 FL7067.1 43.7/ -56.7 60/ -60 CWS Slider XO 14 60x60 FL7067.1 43.7/ -56.7 60/-60 CWS Slider XO 15 60x60 FL7067.1 43.7/ -56.7 60/ -60 CWS Slider XO 16 60x60 FL7067.1 43.7/ -56.7 60/ -60 CWS Slider XO 111@@ n@ 21@■ Al2 • A■@@ n2U 1@@ 2•@ A@ A1n2■■ 2•@@@ 22@@@ @■TLl1LlT•2@1A•A1@A2@ °11A•22@A- @ @■°W -22A @, @1:.,A■• @2@ @ ■A• AIP @•a @1A•A■ @A2@°1A•a2@A• @a ■■ °'11U I1a a Florida Building Code Online Florida Departmentd Buslnes Protessi Regulation BCIS Home license 1fd.n :Ty, lieralatefai;'y. Log In ; User Registration Product Approval USER: Pubtic User http:// www. floridabuilding. org/ pr/ pr_app_dtl.aspx?param- wGEVXQ... BEA Hot Topics I Submit Surcharge Stats & Facts Pubfcatlons FBC Staff ', BCIS Site Map i Unks 1 Search Product Approval Menu > product or Aookaton Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer ppitatbn Deta FL8892 -R2 Revision 2010 Pending FBC Approval uilding Products Address /Phone /Email 631 N. 1st Street West Branch, MI 48661 (800) 248-3600 Ext 241 kbu l ow @ta yl ordoor. co m Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Com ethod I of 4 Vivian Wright rickw@rwbIdgconsultants.com Exterior Doors Swinging Exterior Door Assemblies %4' Evaluation Report from a Florida ROgistered Architect or a Licensed Florida Professional Engineer =?- Evaluation Report - Hardcop Received eer or Architect Name who developed Ly on F. Schmidt, P.E. ation Report a License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL8892 R2 COI Certificate Of tIndeoendence.odf Standard TAB 201.202 203 U L: 4.00 S)2,-INftt Miami Shores. Villag @1998 APPROVED By DATE ZONING DEPT BLDG DEPT ,a. SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 3/30/2012 4:14 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FB pproval Summ http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?paramwGEVXQ... Method 1 Option D 01/30/2 02/06/2012 02/29/2012 of Pro 2 of 4 3/30/2012 4 :14 PM F # Model, Number or Name Description 8892.1 a. Steel Edge Door Opaque Outswing or Inswing Insulated "Impact" Opaqu- Steel Edge Door - Single (X) Configuration up to 6'8 in Hight Limits of Use Approved for use in Approved for use outside act Resistant: Yes Desig ssure: N/A Other: See IN additional use limitations, product particulars. HVHZ: Yes HVHZ: Yes r Design Pressure Ratings, any insta a ions and Installation Instructions FL8892 R2 II INST $892 1.odf Verified By: Lyndon F. Schmidt, P. 3409 Created by Independent Thir. • . rty: Yes Evaluation Reports FL :: • 2 >t:1 :. • .1...f - _ - • ndependent Third Party: Yes 8892.2 b. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelite (XO or OX) Configuration up to 6'8 in Height Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.2.pdf Created by Independent Third Party: Yes 8892.3 lc. Steel Edge Door - Opaque i I Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelites (OXO) Configuration up to 6'8 in Height Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.3.pdf Created by Independent Third Party: Yes 8892.4 d. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double (XX) Conflguration up to 6'8 in Height Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.4.pdf Created by Independent Third Party: Yes 8892.5 e. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double with Sidelites (OXXO) Configuration up to 6'8 in Height Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.5.pdf Created by Independent Third Party: Yes 7 8892.6 f. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single (X) Configuration up to 8'0 in Height 2 of 4 3/30/2012 4 :14 PM Florida Building Code Online http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param wGEVXQ... Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.6.pdf Created by Independent Third Party: Yes 8892.7 g. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelite (XO or OX) Configuration up to 8'0 in Height Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.7 for Design Pressure Ratings, arty additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892 7.pdf Created by Independent Third Party: Yes 8892.8 h. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelites (OXO) Configuration up to 8'0 in Height Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.8.pdf Created by Independent Third Party: Yes 8892.9 1. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double (XX) Configuration up to 8'0 in Height Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II INST 8892.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.9.pdf Created by Independent Third Party: Yes 8892.10 j. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double with Sidelites (OXXO) Configuration up to 8'0 in Height Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8892.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8892 R2 II Inst 8892.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8892 R2 AE EVAL 8892.10.pdf Created by Independent Third Party: Yes Iseck Next Contact Us ': 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida is an AA/EEO employer. Coovrinht 2007 -2010 State of Florida. • • Privacy Statement • • Accessiblty Statement :• Refund Statement Under Florida law, e-maU addresses are pubic records. If you do not want your e-mail address released In response to a public- records request, do not send electronic map to this entity. Instead, contact the office by phone or by traditional mall. V you have any questbns regarding DBPR's ADA web accessibUity, please contact our Web Master at webmasterf"ldhpr.state.fi.its. Product Approval Accepts: Ial 3 of 4 3/30/2012 4:14 PM oklers \Proi 13314400 \ PF 1368\D Taylor Building Products, Inc. 631 N. FIRST ST. WET BRANCH. M148661 STEEL EDGE OPAQUE SINGLE DOOR INSWING / OUTSWING "IMPA GENERAL NOTES 1. This product has been evaluated and b In compliance with the 2310 Hortdor Building Code (RC} structurd requlteMents including the MO velocity HuNiCene Zeno" WM. 2. Product =Iva shall be as Bsteri and spaced as shown on deck.. Anchor embedment to base =told shall be beyond wall dressing-4er stucco. 3. When used In the "thitir this product compSes with section 1626 of the Florida &Acing erode nd does not requite an impact Naistant covering. 4. When used in areas outside of th VHrrequWg wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets misaelevel ' and includes Wind Zone 4 as defined fr ASTM E1994 and Section 1602.1.2.4 of the FBC. 5. For 2x stuot framing construction, anchoring of these units shod be the same as that shown for 2x buck masonry construction. & Site conoNons that deviate from the details of this &ay./trig require further engineering analysis by as:erased engineer arregisfered architect. OtA5%442 corttUirltiOn$ 1.151110 0:4610101,45wIrgb\bn #31 meet water littittration requirements for WIZ". 8. IneMng configurationsond outswlng configurations when using Bern #41 do not meet the water infiltration requirements for the *HVtir. These was shal be instaSed only tn non-hobttodela CMOS or at habitable locations protected by an overhang or canopy such that the engirt between the edge of canopy or oveshong to ell is less film 45 degrees. 2 3 4 5 6 7 Doarpaneld et Horizontal crass sections Vertical CMS sections Buck and tome onchoring 2X buck album consttuction Nome 1 =sem conettublIon 511 ot Materials and components TARE OF COMM &general notes ond ttontwore chat 37:50" , FRANZ WIDTH ,Alowww- %1,=,,::3,!,,Sit_ - 11 .- 4,, .,. .1„:,..fg„:,:....,,:i ,::;..4.--,".,,..,::::::,-;.i,:. :,..S•A: "'-?,.k.:,,z AP4'....,,,, INSWING 37.5i x 82.00' 01311INING 372 r B as0 " +60.0 - 0:0 35.75' DOOR +PAI WM.1y 0 EXTERIOR INTERIOR INTERIOR atix LFS MUM : FL —EOM 1 3 3 • wX lirjor SEE HINGE DETAIL (TrP.) • tourm pampa pfra ) CONCRETE ANCHOR 1. Substitution of equal concrete anchors from a afferent supper may have different edge distance and center distance requirements. 2. Concrete anchor tocations at Me comers may be adjusted to amintain The min. edge distance ortar joints. If concrete anchor locations noted de 'MAX ON CENTER" must be aqusted tnobtan the man. 01190 dIslance to mortarichlifs, ackftforral concrete anchors may be required to ensure the 'MAX, ON CENTER dawns:0ns wend exceeded. 3. Concrete able: N. T TL Dam a* /1".$ FL-8892A • 'y's ' - ---Y - :k: 1. : - - 41" - 7- 111:11110111111MEMI *Id° 112111111:311111111111111111111111= N. T TL Dam a* /1".$ FL-8892A • SEE HINGE DEVIL PP.) LATCH DEADEOLTDEfAtt RtAkteAtiagtiNG Maseauy IX buck con/auction ...Mbritag&a:2&WM 1 Substitution oteguatooncrete *whoa from o Mewl SIVPffer ma hove <Mood edge (00009 and center dtstanteretattretnnts- 2. Concrete anchorlocations at the corners Abe aeljuned na nnatntoin the min. edge distance to rnottatiotrds, d concrete amber tocatient -noted as MAX . ONCENTSr ma be 'V adjusted to nnlIntain the mkt edge <Vance to motto' pints. acidilonal cone C500.1100 it may be muffed /a ensure the 'MAX, ON CanStr agrunntore vett& exceedd, a 1 ,..L. • ./.:= Ai::::::: 7g:A . ,... .-..10:::;::::z ,,,,:, .,,,,,,- ::.;..,:::-:,:.•.::.:,;5iii,,:e.: sismaimailliZEIIII=1111 7::7,4iiiii . .1.:,,,,,,,,Win.,,,,,:.:,,,,,:-....,11::,,,, ;,T ,:,;-91:::.;•,...•:':•:.:1'.•:w;.5,,,,:::,,,, IIIIMEMI /04407 N-T S Oft 4 TL CH en t-FS FL-88J2 t lamed 6 OF 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES F ( "Zone 4 ") Mean Roof Height Tributary Area (sq. ft) - (ft) Tributary Area (sq. ft) (ft) 10 15 25 30 35 40 45 50 20 15 ` 43.1 � 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -56.7 -55.6 -48.3 -47.6 -47.1 -46.6 -46.2 - 45.9 -45.5 16 47.1 . 45.0 44.3 43.7 43.3 42.9 42.5 42.2 -57.5 -51.1 - 49.8 -49.0 - 48.3 - 47.7 -47.3 -46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -58.2 -51.7 -50.5 - 49.6 -48.9 -48.3 -47.9 -47.4 -47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -58.9 -52.4 -51.1 - 50.2 - 49.5 -48.9 - 48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -59.6 -53.0 -51.7 -50.8 -50.1 - 49.5 -49.0 -48.6 -48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -60.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 61.4 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 62.6 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 - 63.6 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 - 64.6 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -65.6 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -66.5 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -67.3 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 - 68.1 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -68.9 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 53.7 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -69.7 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 54.8 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -71.1 -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -72.4 -64.4 -62.8 -61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -73.6 -65.5 -63.9 -62.8 -61.9 -61.2 -60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -74.8 -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -75.9 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 1600 S. Federal Highway. #207 Pompano Beach, FL 83o62 (954) 784 -6991 (954) 781-5708 fax emma0c.ses.com Mean Roof Height Tributary Area (sq. ft) - (ft) 1101.1i= 30 35 40 45 50 15 45.2 ' 43.7 ` 43.1 � 41.9 41.6 -59.8 r�j�J -56.7 -55.6 -53.1 -52.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 - 66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 - 64.8 - 62.9 - 61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 -67.1 - 65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 -68.2 -66.2 - 64.6 - 63.4 - 62.3 - 61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 - 66.0 - 64.9 -64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. JOB SITE LOCATION: WIND SPEED = 146 MPH, EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor. 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions Iuslmetions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: June 24, 2011 Florida Building Code Online Busnes Protessi Regulation hUp://www.floridabuilding.orgipepr_app_dtl.aspeparam=wGEVX... BCLS Home Log In User Registration ! Hot Topes Submit Surcharge Stets & Facts Pub➢catbns FBC Staff BLS Site Map i Lbks Search I''. Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived > Applfcation a Fi6890 -R3 Revision 2007 Approved Product Manufacturer Custom Window Systems Inc. Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 190! - Avenue w Systems, Inc. cala, FL 74 (352) 368 -6922 Ext 208 Ralph @cws.cc Windows Casement valuation . eport from a Florida Registered Architect or a Licensed F : - ofessional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R3 COI 510489A (Eval Rep CA -8400 Impact).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/WDMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of 3 1/31/2012 7:08 PM Florida Building Code Online Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summa http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paranwGEVX... Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 /2011 Products Badc Contact Us :• 1940 North Monroe Street Tallahassee FL 32399 The State of Florida is an AA/EEO empbyer. Copyright 2007 -2010 State of Florida.:: privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a pubic- records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster+dbor.state.f , u9. Product Approval Aaoapts: 2 of 3 1/31/2012 7:08 PM Model, Number or Name Des ription 6890.1 8400 Vinyl Casement 840 4 Vinyl Casement (Impact w /heat strengthened glass). Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes ( Design Pressure: +67.5/ -67.5 7 Other: 8400 Vinyl Casement (Impact w /heat strengthen ~d lass) Large Missile, DP = +/- 67.5 psf, 37x72, lamin ed g''. .will have DuPont's interlayer when used in .,< Z. = In Ilation Instructions F 890 R3 II CWS -161A (CA -8400 Impact).pdf 6890 R3 II DuPont PVB NOA 05 -1208 02.pdf L6890 R3 II Mikron NOA 06 -1220 01.pdf Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval Rep CA -8400 Imoact).pdf Created by Independent Third Party: Yes r- 6890.2 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /annealed glass). Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's interlayer when used in HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Imoact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mikron NOA 06 -1220 01.odf Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval Rea CA -8400 Impact).pdf Created by Independent Third Party: Yes 6890.3 18400 Vinyl Casement Impact , Window CA -8400 Vinyl Casement w/ heat strengthened glass. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 40" x 63 ", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mikron NOA 06 -1220 01.odf Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 511043 (Eval Rep CA -8400 Impact 40 x 63).pdf Created by Independent Third Party: Yes Badc Contact Us :• 1940 North Monroe Street Tallahassee FL 32399 The State of Florida is an AA/EEO empbyer. Copyright 2007 -2010 State of Florida.:: privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a pubic- records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster+dbor.state.f , u9. Product Approval Aaoapts: 2 of 3 1/31/2012 7:08 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dthaspx?pararGEVX... 3 of 3 1/31/2012 7:08 PM 73 1/4 MAX. OVERALL HEIGHT, CASEMENT ELEVATION (LARGE MISSILE IMPACT (SHOWN W/ DIFFERENT OPTIONS) 38114' MAX. OVERALL RANGE WIDTH 37 UNIT WIDTH MAX. 72 Ut8T NDGHT filLW MAX SASH HEIGHT 441.• ALA tia■ CIP*7 GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & .......... 1 ANCHOR SCHEDULE & NOTES ......... ._...._....... _.2 D.P. CHARTS & GLAZING DETAILS.._..._ 3 SECTION VIEW & ALT. FRAME_ 4 EXTRUSIONS & B.O.M.._._ _...._ .. __..5 INSTAL. ATON DETAILS____._...._._......... _. „6-8 GAME DLO 84 MMA1114a OVE tIEI GHHTT 83' UNIT HEIGHT 5831g MAX SASH HEIGHT 38 114' MAX. OVERALL WIDTH W8T M OTH 38t13. MAX. SASH WIDTH I 291W GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE PYo IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REOUIREO. 7. ALL FRAMES AND VENTS FULLY WELDED. B. REFERENCE TEST REPORTS: NCTL- 2103274-1A. NCTL- 2103274 -1 . NCTL- 210.3276 -1A NCTL- 2103276 -1. 9. SERIES/MODEL DESIGNATION CA -8400. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE GL DLO ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH NOTES & ELEVATIONS - LARGE MISSILE IMPACT wNMY' BAT 1L: 7)112008 CWS -1S1 1 OF 8 NOTES: 8• MAX. 12 VT y Mel CVY cm) 13" MAX. O.C. MY, Pi 1� SEE NOTE 2 (T MAX m y 112 _j SEE NOTE 2 Pl I MAX. O. 8• INC. 18• MAX O.C. INSTALLATION ANCHORS TYP. 1 tr uMA I lr+o0R MASONRY f j 0 FOR DIATOM, TO 97• ■ TT 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ABHOR LAYOUT - fFLANQEt THRUFAMEd DONNA:* OR MASONRY POR IMO UP TO 3r ET C Max. CrYll 4" MAX. (TYP) MAX. O.C. fTYPI INSTALLATION ANCHORS TYP, 8 MAX oa. • 1 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1 /4'. USE SHIMS WHERE SPACE GREATER THAN 1115" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W000 SHIMS ARE NOT ALLOWED. 4.3116° DIA. ELCO TAPCON MASONRY Y CHORS MUST BE OF S FF . E BEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THEW 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 211? SHALL BE ACHIEVED. 5 #IO WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. S. 03 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1Q" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHAT ' NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. \tee .•�� 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 6.0.42 B. CONCRETE - MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. s e C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-50. GRADE N. TYPE 1 (OR GREATER). �+ -r•� " WOWNIETARTANO COMi00iFAL �..�a.�� TFEUffORMATIONOONTANEDIN THIS DRAWING N THE 801EPHOPENW 8E�,�7 OM ' •• 1- ki76elit0 4 WINDOW morass. NC. ANY REPROWCRa11N PMT OR AS ANRC CEJMYHOUfTHE FLP.E. NO. 82514 c WRITTEN PEON OF CUSTOM WICW/WOWS. INC. IS PROFtMTED. t .� �,�, -••," "acres °7 't ;►" _ °•� . ?"Ii`' is A !1: pp • . • ANC IR LAYOUT -MR* UP OPGAND FOR UM T� UMW k Tr A I UPDATED PER NEW FBC REQUIREMENTS (07107408 1" 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT PVC CASEMENT WNDYE BAT TR' 7/7/2008 8400 NTS CWS -181 :LW Dig: A 2 OF 8 MODULAR SIZES (UNIT W INDO W SIZ@) WIDTH (IN) 17 7/8 GLASS TYPE 20 29 1/2 23 1/3 271/2 29 in 31 1/2 35 1/2 35 3/4 C D C, C, 0 C. 0 C, 0 GD C.13 +67.5/67.5 +67.5/67.5 +673/67.5 +67.5/47,5 • • • • REIGNT(IN) 31 1/2 351/2 391/2 1 41112 1 431/2 471/2 Sl 1/2 33 In SS In 59 1/2 61 3/4 631/2 653/2 671/2 703/4 467.5/47.5 +67.5/67.5 +67.5/-67.5 +67.51-67.3 467.5/ -67.5 +67.5/-67.5 +67.5/-67.5 +67.5/ -67.5 +67.5/ -67.5 +67.51 -67.5 +67.5/67.5 +67.5/ -67.5 +67.5/47.5 +67.5/ -67.5 +67.5/47.5 +675 /47.5 +67.5/-667.5 4675147.5 +67.5/67.5 +67.5/47.5 +67.5 /47.5 • +67.5/-67.5 • • +67.5/ -67.5 +67.5/47.5 +67.5/67.5 467.5/67.5 +67.5 /47.5 +67.5/47.5 467.5/ -67.5 467.5/47.5 467.5/-67.5 467.5/67.5 467.5/ -67.5 +67.5 /47.5 +67.5/ -67.5 +67.5/ -67.5 +67.5/-67.5 +67.5/47.5 467.5/ -67.5 467.5/67.5 +67.5/67.5 +67.5Kr7.5 +67.5/47.5 +67.5/ -67.S 467.5/ -67.5 +67.5/47.5 +67.5/67.5 +67.5/ -67.5 +67.5/47.5 +67.5/47.5 467.5/ -67.5. +67.51 -67.5 467.5/47.5 467.51 -67.5 467.5/ -67.5 +67.5/67.5 +67.5/ -675 +67.5/ -67.5 +67.5/47.5 467.5/47.5 467.5/47.5 +67.5/47.5 +67.5/47.5 467.5 /-67.5 +67.5/ -67.5 +67.5 /47.5 +67.5 /47.5 467.5/ -67.5 +67.5/47.5 +67.5147.5 467.5/47.5 467.5/47.5 467.5/47.5 467.5147.5 +67.5 /47.5 +67.5/47.5 +67.5/47.5 +67.5/67.5 +67.5/67.5 +67.5147.5 +67.5/47.5 +67.5/-67.5 467.5/47.5 +67.5/47.5 +67.5/ -67.5 467.5/47.5 +67.5/47.5 +67.5 /47.5 467.5/47.5I+67.5/-67.5 +67.5/47.5 +67.5/ -67.5 467.5/-67.5 +67.5/-67.5 467.5 /47.5 467.5/47.5 +67.5/ -67.5 +67.5/47.5 +67.5 /-67.5 +67.5167.5 COMMODITY SIZES (TTP 71P) HH(IHT(N) W1D1N (IN) 19 118 2s_I GLASS TYPE C, D C, D 21 1/4 33 3/8 50 5/5 56 63 +67.5/47.5 +67.5/47.5 467 .5/67.5 +67.5/47.5 +67.5 /47.5 • +67.5/-67.5 +67.5 /-67.5 +67.5/-67.5 +67.5/-67.5�L47.5 • 467.5/47.5 + 675 /-67.5 +67.5/-67.5 +67.51.67. +67.5/47.5 37 C. D ��1 7� .5/47.5 MODULAR sass (UNITWINDOW SIZE) HIRGRT(IN) W M1R (IN) GLASS TYPE 20 291/2 31 112 1 351/2 39 1/2 41 1/2 431/2 471n 51 112 531/2 55 112 59112 61314 17 7/8 A, B +60/ -60 +601-60 +60/60 +60/40 +60/40 +60/-60 + 60/40 +60/-60 460/40 460/-60 +60/60 +60/40 +60/ -60 23 1/2 A, B +60/ -60 +60/60 +60/60 . +60/40 +60/-60 +60/40 +60/-60 +60/-60 460 /40 +60 /-60 +60/40 +60/40 +60/-60 27 1/2 A. B • 460140 460/60 +60/60 +60/-60 +60/40 +60/-60 +60/40 +60/40 +601 -60 +60/ -60 +60140 +60/-60 291n A, B • +60/-60 +60/60 +60/40 +60/60 +601-60 460/46 +60/60 +60/40 460/40 460/-60 +60/ -60 +60/40 31 112 A. B • • +60 /-60 +60/-60 +60/40 +60160 +60460 +60/60 +60/-60 +60/-60 +60/-60 +60/60 +60/40 351/2 A, B • • • +60/ -60 +60/-60 +60140 +60/40 +60/-60 +60/-60 +601 -60 +60/60 +60/40 +601-60 35 3/4 A, B • • • • +60/60 +60/.60 +60/-60 +601 -60 +60/-60 +60/-60 +60/-60 +60/40 +60160 CO MMODITY S1ZIS (71P -11P) HIGGHT(IN) wID171 ON) GLASS TYPE 21 1/4 38 3/1 50518 S6 63 19 118 A. B +60/60 +60!60 +60/-60 +60/60 +60/-60 26 1/2 37 A. B A, 8 • +60/60 +60/60 +60/-60 +60/40 460/-60 +60/40 460140 +60/-60 314. OVERAU. 1/8' ANNEALEDOLASS 5116' AIR SPACE 0/18' LAMINATED Pr ANNEALED GLASS 3132" DUPONT PVB QITERLAYER U8' ANNEALED CLASS GLASS TYPE A 3/4' OVERALL VB' TEMPERED GLASS 6/18' AIRSPACE 5/10' LAMINATED VW' ANNEALED GLASS 3132" DUPONT PVB 11ERLAYER 1/8' ANNEALED GLASS GLASS TYPE B PROPRIETARVAN0 cO?68* MLMt. 7*E INFORMATION CONTAINED PI THS DRAWING IS THE SOLE PROPERYY apeuenoki WINDOW SYSTEM. INC. ANY R FTIONN PARTOR AsAwmastalibuTTSE, WRITTEN PERMISSION OF =ATOM W1•IDOYMSYSTENS. /WAS PROHIBITED', . 314 OVERALL 1/8' TEMPEREDGLAIS 6/10° AIR SPACE 5/16° LAMINATED V8' NEATSTRENGTHENEDGLA66 3/32" DUPONT PVO INTERLAYER 1/6• HEAT STRENGTHENED GLASS GLASS E D • NOT RECOMNENDEO NOTE 1. 0= SIZE INTENDED 15 NOT SHOWN, USE NEXT LARGER S1ZE. A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 ;Sr4TH AVENUE . , FLORIDA 34474 "IS. DP CHARTS & GLAZING - LARGE MISSILE IMPACT YYN Y: BAT .N NTS .Len NN A 7/7/2008 Aa ND` CWS -181 T' 30F8 MIGALBARIZOTALSEGMN OVERALL FLANGE HEIGHT UNIT HEIGHT TYPICAL VERTICAL SECTION ITEM 22. 25,33,38,42,48-48.51-53.55 USED BUT NOT SHOWN FOR 6LMMLIEBILEBIIME . . PROPRIETARYOND CONFIDDRIAL WINDOW:MEMO. NC. ANY REPRO:WOTAN IN PART OR AS AP=ANTICIITTIT THE INFORMATION CONTANS3 ma ENAWN318 THE SOU ARMEN PERMISSION oF CUSTOM WINDOW SYSTEM% INC IS PROHIEMt c'k L ROIERTO CONAS.C. FL: P.E. NO. 52814 11 •:;• • 7 0 S... Ej;,4 C I:77k 1800 S.W. 44TH AVENUE OCALA, FLORIDA 34474 SECTION VIEW / ALT fats: PVC CASEMENT 8400 • FIN FRAME -LARGE MISSILE WAG/ 3RAWN NY BAT P 7f7/2008 'SCALE: NTS CVVS-181 AILIG1LETTER: A ' 4 OF 8 Ram 41 Pat* DemipOon Fa. CA66. MN *46O 2 P4040 COL.ALUR155 4052462(250 x .475. I-13 3 H8030 FR.. CASE, MR ELL 4 P 4050 OOLrAU&1414 4052402 (.050 X 437). ELL 4 344030 FR. CASE. fMP4 R. ROO 0 P4060 COL,ALIW.N140524o21.OS0 2.437).o. RfR4F 7 04030 Fit. CASE. IAN, JR, LEFT P40d0 OOL.ALummtiS24132 (.SO X437) .B. LEFT H8000 SASH, OWE. TOMS. 10 4.1505 REF. CABEMO% TOP FRS 11 08060 SASH CASE. SOT. RILL 12 4.1605 F55f. CASE. SAW SOR,OMHAL 13 H4006 SASH OARS. SfEPAL. MME 14 6.1505 RENE. MESASHSCEMLHIRE 15 16 H6006 4.1565 BASH CASE. SKEW, LOCK ROC CABESASHSEER4ILOC( • 17 Rasa 0YSR0.. 270 X.187 BACK 1LTRA FIR BLACK SASH 10 P3217 WETS. YWIELE AFSEAL, ERASE 10 man HOBTP. VAI1ELEAFSGN. SARI 20 03-1592 SCREENWAL.REAM 31 041593 SoREENRAIL. ToRsOE 22 6.1684 APG10RCUA 23 46016 014 BG. 3M', RR, FORK. 24 44616 OLE. BM. 374'. PIm VERT. 23 I6Xi °PH FHTB(2.ZNC. BCRON 26 P4004 82.32 X 1Q"144RL 55. SSQiOTO IQAE LOCK) • 27 P4514 Rum 8711, ROTO ORR ROTO WAS BA►LTEI 23 1741105 % MORTRATE LOCK 95. 1O) E (L•• w1 P4008) 20 MOM LOCK, 911133110947; ROTO IOiIE, M91E 30 ROTO. oPERAToRs(KIRLEPTIRE TGPMcASSY641) 31 P4012 ROTO OPERATOR. ROTO 1470E Komi P4000 TRACK i SLIDER ASSN., ROTO OFER, ROM PONE. (13ry 33 P4510 IS ADORE ROM O,9i. LJt. ROM !CAE 34 IFn1R QI}TBRMTFORLEFT OR Rohm (PB4tXseazt4I) 35 TRACK Ap2SLI ASBY (Fos LEFTR3iHTd94CAsaB3n 23 P 4070 suppoRTHARER ROTO 0081 ROM LORE(SS) 37 P4 88-32: 31P Quad RI W 1116- Lead. ►B. SS, ROTO OR ROTO OGRE 36 P4024 GASKET. ROTO off., ROTO MASONS" 30 P4031. P4040 TLi4ARB. RDTO I O E+ 1 -5 LOC PO RTS, 4S (SY OA 1131.) 40 P4003 TEBARGiLIP, ROT0.1 WYL 41 P4043 STROM MRLTMOM 42 P3342 43 P3732 SEAM SEALER 13145SO4 CAPRLq. 1D!' t4E 4f P3438 HOT MELT, TTBUSEAL If 45 143342 SET, ELK. 85 RR, MB' X518• X2°4.0. 46 47 P 3603 P3661 08.6400 Oa042317. LABS, WC TAB TENRIPARY LEL 041HA P) 44 P3413 48 ONO LEL (LOGO) QLA88.SASH S 51 52 83241 P33111 P3228 SPACIR OURSFAL SEE REET3 SCE NCLOTH18x16mss BORN G Lt,LT.1GOK. But 63 P3147 scReNOORMR 54 65 66 57 54 50 P3165 60501815443, HT ICLE1Bt4DN Man s6EENlFT-0ur P3536 84 x 3M° QUAD H1TO(.23L°. SCFEW P334o SMILER. SS, 1RM mum Rt. CASE. AST 144 53113 SCREWsUPfERTFOI PVC PVC FR. CASE., MAIN (FLANGE) H-6030 PVC SASH, CASE H-6008 SCREEN RAIL, SIDEIBTM H -1592 ALUMINUM 6063 -T8 —1ri8• 2 112' I ANCHOR CUP, P -3780 ALUMINUM 6063 -T6 2 stir 1716,4.- w 318' 1 1 11Y 314' PLAN VIEW OF ANCHOR CLIP 4112° PVC FR. CASE, MAIN (FIN) H-6030 SCREEN RAIL, TOP/SIDE,1.1593 ALUMINUM 6063 -T6 PVC GLAZING BEAD -6016 0 174 SASH REINF. S -1505 ALUMINUM 6063 -T6 FRAME CORNER CONSTRUCTION SASH CORNER CONSTRUCTI 1136' COIL, .05 X .437, P4050 ALUMINUM 6063 -T6 A� UPDATED PER NEW FBC REQUIREMENTS 07�7A8 .raw. 44TH AVENUE OGALA. FLORIDA 34474 4y ; r .. , ` t ,', t1IL>� EXTRUSIONS 36OM. -LARGE MISSILE IMPACT ;° 111112.- PVC CASEMENT PROP ETARYANOODW ITSL 1 7` •• . - ° THE INFORMATION COMRAO$ 04 Tres WRONG Is THE SOLE PROPERTY OFD�m,f:, `F P.E.,4VJ 62514 84� WINDOWSYSTEMS. WC. ANY REPRODUCTION IN PART OR ASA WHOLE VATNDGTTISE . FL. P.6.,140. 82514 ° t '1•1UT I ' WRITTENPERM0381ON OF CUSTOMSNEMWSYSTEIt4, MG BRIMMED. CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS so! . PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH RAIL TOP SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS P P• l� •;;" • •e ► 1i I 16. 3 CAULK BETWEEN BUCK AND OPENING BY OTHER 1.1141' (MIN. EMBEDMENT) 21= (MINE EDGE DIST.) CONCRETEJMASONRY BY OTHERS IWEDGE DIST.) �' 6 LIM • • • EMBEDMENT) CONCRETEMASONRY BY OTHERS W.• -11111114.1111.61 ...-111110•411 1r tiff 1 BY WOOD BUCK BY OTHER 1(4" MAX. SHIM (SEE NOTE 2 & 3 ON SHT. 2) NSTAUATION ANCHOR, 3116•416A. MASONRY ANCHOR ANCHOR CUP I I r ANCHOR CUP It F-! INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR • 4+310118 --.11111111.11111 1111-11111161 •P;1. •• 4" `y • •y • •. .0* w. .w•. 0• • •w • • •••• • .• o w • • • • s... w • •• • •w• • • • . • w .• • w. • •� • • • O CONCRETE/MASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS VERT/CAL SECTION CUP (MASONRY) 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 114• (ION. EMBEDMENT) (MN. EDGE DIST.) ° s4° 114- MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) INSTALLATION ANCHOR, 3(16° CIA MASONRY ANCHOR 4 ANCHOR CLIP 1 BY WOOD BUCK BY OTHERS 4 '° . • •— • • se 4 A• • ° s • • 4 ••. O� la O. •e•O• EXTERIOR FIoIBN BY OTHERS SASH RAIL WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION CUP (MASONRY) WINDOW FRAME SRL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS I". 1/4' MAX SHIM (SEE NOTE 2 8 3 014 BHT. 2) 1NSTALIAT10N ANCHOR, 110 WOOD SCREW ANCHOR CUP WINDOW FRAME JAMB SASH BOTTOM RAIL • MN. EMBEDMENT) • •a °.n a • B NRY • • • 2 BY WOODBUDK • • ▪ ° BY OTHERS •° • CAULK BETWEEN BUCK au °, a AND OPENING BYOTHERS • PERIMETER BYINSTALLERCAUUC %p • •0• • 0•0 EXTERIOR FINISH BY OTHER C HORIZONTAL SECTION ANCHOR CLIP CUP (W006) INSTALLATION ANCHOR, 3118' NIA. MASONRY ANCHOR 114" MAX. SHIM (SEE �TE283ON8HT.2) CONCRETE/ MASONRY BY OTHERS ALTERNATE PRECASTSS.I DETAIL ■LiCUP (MASONRY) (MIN EMBEDMENT) 21 (MIN. EDGE DIET.) A !UPDATED PER NEW FOC REQUIREMENTS 1107107808 , PRDPRIET/P(ANOco F11c¢ND6. TIB 44FoRMA8ON CONTAINED IN THB DRAIMNGIS THE soLEPROPERTY oFl77$78 MOON SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT TH6" WRITTEN PEAt4SSION OFCUSTOM WINDOW SYSTEMS. UO. RS PRONARTER • • r.' • 40��// °-� MOO S.W.44THAVENUE FLORIDA 34474 ROBHiT 4V FL. P.E. NB.6*514 `- TON ANCHOR WICLIP DETAIL- LARGE MISSILE IMPACT • 71712008 CW•781 8 OF 8 1_11k MN. EMBEDM EXTERIOR FINISH BY OTHERS PERIIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH1OP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS MN. EDGE DINT.) • •• •w • b. ▪ ►• w. • •• • •• • • •• • DRYWALL BY OTHERS INSTALLATION ANCHOR. 3110° DIA. MASONRY SCREW a/NEOPRENE BACKED WA8iER THRU SCREW SUPPORT • • •• • • •• • • CAULK BETWEEN BUCK — AND OPENING BY OTHERS tiV • } r} • DRYWALL BY OTHERS 2i (MIN. EDGE MST.) 1 BY WOOD BUCK WY OTHERS 114° MAX. SHIM (SEE NOTE 2 & 3 ON ENT. 2) CAULK UNDER SCREW HEAD BY INSTALLER • 4 • 1 BY WOOD BUCK BY OTHERS 114" MAX. SHIM (SEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1 1f4• (MIN. EMBEDMENT) RSTALLATION ANCHOR, 3118' DIA. MASONRY SCREW a /NEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR. NW DIA. MASONRY SCREW aINEOPRENE BACKED WASHER THRU SCREW SUPPORT PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER ®HORIZONTAL SECTION B FRAME (MASONRY) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1(4' MAX. SHIM _ -- T OON&HT.22)2 &3 j CONCRET7JMIASONRY BY OTHERS 21f2' (MST. EDGE DIRT.) VERTICAL SECTION FRAME (MASONRY) 7 114• (MW. 9ABEDMENT) SILL STOOL BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR ELVISH BY OTHER SASH BOTTOM RAIL WINDOW FRAME SILL PERIAETER CAUU( BY INSTALLER EXTERIOR FINISH BY OTHERS LittE (MIN. EMBEDMENT) 114° MAX. SHIM (BEE NOTE 2 &3ON8HT.2) SASH SIDE RAIL WINDOW 1WR FRAME e I ' [4, 1, CAUU( UNDER SCREW HEAD BY INSTALLER f iiiq WINDOW FRAME .IAMB DRYWALL BY OTHERS 0 • � • 2 BY WOOD BUCK 8Y OTHERS • • INBTAU.ATION ANCHOR, 410 WOOD SCREW WINEOPRENEBACKED • • • WASHER THRU SCREW SUPPORT w•4• CAULK BETWEEN BUCK • • AND OPENING BY OTHERS CONCRETE/MASONRY BY OINERS PERIMETER CAULK EXTERIOR FINISH BY INSTALLER BY OTHERS HORIZONTAL SECTION ‘..C.1.1 FRAME (WOOD) INSTALLATION ANCHOR. SHE DIA. MASONRY SCREW WI4EOPRENE BACKED WASHER THRU SCREW SUPPORT CAUU( UNDER SCREW HEAD SY INSTALLER COICREFEMASONRY BY OTHERS USE SOLID W000 SUPPORT TO MAKE SAL LEVEL TN OTHERS 2 1PC (MIN. EDGE DIET.) ALTERNATE PRECAST SILL DETAIL VI/FRAME (MASONRY) PRORRIVT RYAID CONROBIMI. • THE INFORMATION CONTAINED IN THIS MOONI G'S THE SOLE PROPERTY OF MOMSYStEYS. ABU:. ANY REPRODUCTION TION W PART OR AS A %BOLE %TIMM! WRITTEN PER►USSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 114' MAX. SHIA � (SEE NOTE 2 & 3 O MT. 2) 1314 (MIN. EMBEDMENT) J FL P.E M:82514 . A IUPDATEO PER NEW FBC REQUIREMENTS J07107l08 S.W. 44TH AVENUE FLORIDA 34474 TION ANCHOR THRU FRAME DETAIL- LARGE MISSILE IMPAC •- iLl�•F� • 7R/2078 OWS -181 7 OF 8 0 •• .� '• 00y�'V,P�w. WINDOW FRAME 811.1. WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS 0:11. 1 Agit ' 1F4• MAX SINllYt r(SEE NOTE 2 B 2 ON SHT. 2) ■ i *11111111WM I irk.. SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. MI WOOD SCREW 112" (MIN. EMBEDMENT) rrN VERTICAL SECTION ',Al PIN (W000) PROPRETARYAND CONE DENTAL HORIZONTAL SECTION FIN(MDOD) A J UPDATED PER NEW FEC REQUIREMENTS 1071071D8 • THEC 1NFO MOIONCONTAI ED PI TINS DRA 4018 THE SOLE PROPERI R ' PROM SYSTEMS. INC. ANY REPROWCTWN M PART CR AS AMIOLE WRITTEN PERMISSION OF CUSTOM MOON SYSTEMS, NC. 13... . - a s �tv FL R.£fN40:62814 . • o- 1901 S.W. 44TH AVENUE OCALA, FLORIDA 34474 *STALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 717/2008 CWS -181 8 OF 8 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemons, NC 27012 Report No.: 510489A 336- 945 -9695 Manufacturer Custom Window Systems 1900 S.W. 44a' Avenue Ocala, FL 34474 • Product Line: 8400 PVC Casement — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. • Supporting Technical Documentation: 1. Approval document: drawing number CWS -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3274-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading t60.0psf design pressure b) Report No.: NCTL 210 - 3274 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, t60.0psf design pressure c) Report No.: NCTL 210 - 3276 -1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading ±67.5psf design pressure d) Report No.: NCTL 210 - 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888-02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±67.5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/1.5.2 -97 Design pressure: ±60.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 510116, prepared, signed and sealed by L. Roberto Lomas P.E. 1of2 \ Florida Building Code Online Flad:ipc.=parareitql Busllnes ; Profess' ba Regulation Irnily: Rog ate`. BCS Home Log In User Registration Product Approval USER: Public User Hot Topic Submt Surcharge Stets & Facts Product loproval Mend > product or Aonlication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant Other 2007 ALL ALL ALL ALL Sear esults - As?Dlications http://www.floridabuilding.org/pr/pr_applstaspx Publtatbns i FBC Staff BCIS Ste Map Links Search FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description r use outside HVHZ Design Pressure Refine Search 5823.1 ALL ALL ALL ALL ALL ALL TvDe Manufacturer Validated By $ is FL58:_3 -R4 Revision Custom Window Systems Inc. FL #: FL5823.1 Model: 8100 Vinyl Single Hung Description: 8100 Vinyl Single Hung (Impact) Category: Windows Subcategory: Single Hung Steven M. Urich, PE (717) 932 -8500 App oved Histo Y 1 *Approved by DBPR. Approvals by DBPR shag be reviewed and ratified by the POC and /or the Comm necessary. Comac3 tls : 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovrbht 2007.2010 State of Florida, :: prWacy Statement :: AccesslbAty Statement :: Reflatd Statement Under f iorlda law, e-mail addresses are put& records. H you do not want your e-mal address released In response to a pubes- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradtional mat If you have any questions regardlng DBPR's ADA web accessibility, please contact our Web Master at webmasterstdbor state.fLus. Product Approval Accepts: yari :9: vr,a.raa VEEPi' A 1 of 1 1/31/2012 6:50 PM Florida Building Code Online Bus'nes Protessi Regulation sre`: iara. R:gaa:e.'ct y. Login '; UserRegistratbn I Hot Topics Product Approval USER: Pubic: User egulustAutevel Menu > Product or Atz teatbn Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method http:/ /www.floridabuilding.org/pr /prapp dtl.aspx?param= wGEVX... Submit Surcharge Stets & Facts ( Pubrcatbns FBC Staff Pgcation 4eta0 FL5823 -R4 Revision 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 368 -6922 Ext 208 .cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) n Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL5823 R4 COI 510484A (Eval Rep SH -8100 Impact).pdf Standard AAMA/101 /I.S.2 -97 AAMA/101 /I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 1997 2005 2002 2002 1994 1 of3 1/31/2012 6:51 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param= wGEVX... Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summar of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 12/01/2011 2 of 3 1/31/2012 6:51 PM FL Model, Number or Name Description 823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 ther: Large Missile, 36x62 DP= +/- 75 psf. nstallation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 1 5823.2 I SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. Installation Instructions • - A : _ • • Imr_ K ...• FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).odf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100 / -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. ............... Installation Instructions FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 DP).pdf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).pdf Created by Independent Third Party: Yes 5823.4 ( SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf FL5823 4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep 5H-8100 Impact 52x96).pdf Created by Independent Third Party: Yes 2 of 3 1/31/2012 6:51 PM Florida Building Code Online 3 of 3 hnp://www.floridabuilding.org/pr/pr_app_dtaspeparam-wGEVX... Contact Ua :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida 5 an AA/EEO empbyer. Copyright 2007 -2010 State of Florida.:: privacy Statement :: Accessibility Statement :: Refired Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mat address released in response to a public- records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mat. If you have any questions-regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dborstate.fl.ua. Product Approval Aooapts: et............) VII., R. A FE 1/31/2012 6:51 PM 76' A v OVERALL Fl FLANGE HEIGHT 74 914' MAX UNIT HEN 3r MAX SASH HEIGHT AA AA SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 53 118° — MAX. OVERALL FLANGE WIDTH 517)8'° MAX. UNIT WIDTH INIIM 4711118" GLASS DLO ■� 481(18' tJ GLASS DLO ■0 EQUAL SPUT MAX. OVERALL FLANGE WIDTH 51 715° MAX UNIT WIDTH 4711116' GLASS DLO 636/8° MAX OVERALL FLANGE HEIGHT 82 315' MAX UNIT HEIGHT 2451 ' MAX. SASH HEIGHT 0 33-11Z GLASS DLO 3311116" GLASS DLO GIASS 01.0 46.1/1E GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL. NOTES & ELEVATIONS-3 ANCHOR SCHEDULE & NOTES..-......2 DP CHARTS & GLAZING DEfAIL........3 SECTION VIEWS..__.. _ 4 EXTRUSIONS & B.O.M.— .» .............. 5 INSTALLATION DETAIL._....._„ 8-8 21 3)8" GLASS DLO 88112' MAX. OVERALL FLANGE HEIGHT 681)4' MAX UNIT HEIGHT 30 1/2' MAL SASH HEIGHT OVERALL FLANGE 63i MAX. 62 1118• MAX UNIT HEIGHT 24 5115' MAX SASH HEIGHT 531/5' MAX OVERALL FLANGE_ WIDTH 5170r IAAX. UNIT WIDTH 47 11(16" GLASS DLO GLASS D1.0 273(18' GLASS DLO 451118' GLASS DLO 5 HI SASH ORIEL 53 1/8" MAX. OVERALL FLANGE WIDTH 51 718' MAX. UNIT WIDTH 4711116' GLASS 01.0 GLASS DLO 21' GLASS 01.0 AIM E GLASS DLO 4 HI SASH ORIEL PVC MPACT REQUIREMENT: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GIA2NG OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OW. 4. DESIGN PRESSURE RATING (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300_ -POSITIVE DESIGN LOADS EASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 3311396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL210316$ 2 , NCTL-210-3168-2A , NCT1 2102186.3 , NCTL 21031 9, SERIES 1 MODEL DESIGNATION 01-81130. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK AND FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CAU.OUTS FROM EQUAL. SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A MBAR LOCATION. 3r MAX OVERALL FLANGE WIDTH 363/4" MAX UNIT WIDTH 31 9116' GLASS DLO Sr MAX OVERALL FLANGE HEIGHT 81 314' MAX UNIT HEIGHT 30' MAX BASH HEIGHT GLASS 273/18" CLASS DLO 21L15t1It GLASS DLO EQUAL SPLIT ,1I 41E21 r 2 .._ a .ez PROPRIETARY ANS CONFIRENTRL .�:. L_ P ezes cy 7/12 INFORMATION CONTAINED IN THIS DRAWINO IS THE SOLE PRO ~ �• •L_'RQBL RFb LOADS .. MOON SYSTEMS. INC. ANY RWROOL/CRON IN PART OR AS ". FL. MAO. FL. P62514 O WRTTEN PERMISSION OP CI$TOM WINDOW SYSTEMS, OIC. IS PROF'.: a ••ao-, G. t 2;s d a1Aw SW 44TH AVE. FLORIDA 34474 CWS -155 • 1OF8 SEE NOTE 2 MAX. .C. rlAxMrx C(TYP.) MAX I X (TIP) (TYP) INSTALLATION ANCHORS .TYP. ANCHOR LAYOUT- (FLANGE( HR 1U FRAYS■ mammy OPENRAK5}-- (SPECIFIC FOR MOP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1I4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3I g8( BARINCI RH1M$ SEIALL_BE CQNSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3115' OLA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 U7' SHALL BE ACHIEVED. Ste. #1 ORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3(S" INTO 2 BY WOOD BUCK S. MI WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 117 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED 14 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. !N MP) SEE NOTE 2 • — MAX O.C. (NP) MAX M �— (Typ) ANCHOR LAYOUT - (FIN) • THRUNA0.LRi (wow 0PENUD) (SPECIFIC FOR MOP.) INSTALLATION ANCHORS TYP. ANCHOR LAYJUT - (FLANGES FRAME & a.MMASOMW OPEMM5) ) ISPECIFRC FOR E1.5SP) / 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTLE ~ A WOOD -MINIMUM SPECIFIC GRAVITY OF 3=0.42 • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI- ANCHOR LAY US - [FIN1 THRU NAILING RN (WOOD OPEWRi) (SPECIFIC FOR S7.5D.P.) A I UPDATED PER NEW FBC REQUIREMENTS 1 07107/08 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). o .9=1A— PROPNETMYANDCOSHannw. . p -v40 C,_ie. e'd"- _ • . THE M F O R M A T I 0 N C O N T A I N E D I N moon 491 HE SOLE PROPERI[. �g�.�p" - L RO)IERTO LOMAS • WMDOHY SYSTEMS. INC. ANY REPROW)CTIONfN PART OR AS AWHOLENf IAUT TI ' FL. WHO. R WRITTEN PERMBS ON OF CUSTOM W M:O W 6YSIEYS M0. M F ROMM% - e1.3 O !. tee'(.Y.e. �U- •••i .�'.�' ;inn fr SW 44TH AVE. FLORIDA 34474 CHOR SCHEDULE& NOTES -IMPACT se!s a: .)NAWNMY: TE: PVC SmK m12008 iIE HUNG ADE PA : SCALE: NTS 8100 CWS -155 9EV. LErr ER A -20FB MOCI ARSE I - WINDOW SIZE) WNW OM GLASS TYPE 27112 29112 31112 36 112 31112 41 112 43 1/2 47 112 511/2 53112 55112 59112 53111 851/2 57112 71 112 74314 23112 A. B +75/ -76 +75/ -75 +751 -75 • 751- 75 •751 -75 +75/ -75 +751 -75 +751 - 75 +751 -76 +761 -75 •75/ -75 .751-75 +67.51 -87.5 +675/ -67.5 +87.51 -67.5 +87.51 -675 +87.6 1 -87.6 271/2 A,B +75/ -75 +751 -75 29112 A, 8 31112 0.B +75/ -75 +76/ -75 +751 -75 +751 -75 +751 -75 +75/ -75 +751 -75 +751 -75 +75/-75 +75/ -75 +76/ -75 +75/ -75 +761 -75 +75/ -75 +67.51 -87.5 +57.51 -67.5 +87.5/ -67.5 •67.51 -67.5 +67.5/- 675 +75/ -75 +761 -75 +75/ -75 +76/ -75 +751 -75 +751.76 +75/ -75 •751 -75 +75/-76 +67.5/ -575 +87.61.67.5 +67.61 -67.5 +87.5/ -87.5 +87.61 -67.6 • 751 -75 +751 -75 • 751 - 75 +751 -75 +75/ -75 +751 -75 +75/ -75 +751 -75 +751 -75 •75/ -75 +751-75 +67.5/ -675 +67.61 -87.5 +67.51 -67.5 +87.51 -67.6 +67.51.875 35112 AB +75/ -75 +75/ -75 +751 -75 •751 -75 +75/ -75 + 751- 75 +751 -75 +751 -75 +751 -75 +751-75 +75/ -75 +761 -75 +67.51 -875 •67.5 /- 67.S +87.51 -67.5 +67.51 - 87.5 +87.51 -875 39112 0.B +675 1 -87.6 +6751 -87.5 +875 / -675 +67.6/ -675 +6751 -87.5 +87.5 / -67.5 +8751 - 67.5 +67.51.67.5 +87.6/ -67.5 +675 1-67.5 • 87.51 - 875 +87.51.87.5 +87.51.67.5 +87.61 -67.5 +8751 - 67.5 +67.51 -67.5 +87.51 -678 41 112 A.B +87.51 -67.5 +675, -87.5 +6751 -675 +87.61 -675 +8751 -87.6 +87.61 -87.6 +675 1.878 +87.51.67.5 +67.51 -875 +87.5 1-67.5 +87.51 -67.5 +07.51 -57.5 +87.5 / -675 +57.51 -67.5 +87.51 -87.5 +6751 -67.5 +07.5 /- 875 43112 A.8 +875 / -87.5 +675/ -57,5 +8751 -87.5 +87.61 -875 +87.51 -87.5 +8751- 875 +6751 -875 +57.51 -87.5 +6751 -875 +6751- 875 +87.5/ -875 +67.5/ -87.5 +67.5/ -875 +8751 -87.5 +875/ -57.5 +67.5 /- 87.5 +87.5 /- 575 47112 A. +67.51 -67.6 +6751 -67.5 +8751.075 +8751 -87.5 +6751 -87.5 +8751 - 67.5 +87.51-67.5 +87.5 / -575 +67.51 -875 +8751 -67.5 +87.5/- 67.5 + 67.5/ -87.5 +87.5/ -57.5 +67.51 -57.5 +5751 -67.5 +6751 -87.5 +87.5 / -575 11 V2 A,8 +87.51 -67.5 +8751 -67.5 +6751 -875 +5751 -87.5 +8751.87.5 +8751.87.5 •8751.87.5 +87.51 - 87.5 +87.5 1 -67.3 +6751 -67.5 +67.5/ -87.5 + 87.5/ -67.5 +67.51 -87.5 +57.51 -675 +67.5 1 -87.5 +675/ -67.6 +87.5 1- 875 COMMODITY 511333 (W to WI WIDTH 25112 GLASS TYPE 28 A. B +75/ -75 A. B +751.75 s!751 -71' \-) +75/ -75 50 558 •751 -75 +751 - 75 1610617116 66 +75/ -75 +751 -75 63 +75/ -75 +75/ -75 72 76 +6751 -87.5 +87.51 -87.5 +87.51 -675 +87.51 -87.5 37 A. B +751 -75 +751 -75 •75/ -75 +75/.75 +75/.75 +87.5/ -67.5 +67.5/-67.5 53115 A. B +87.5/ -67.5 +67.51 -875 +67.51 -87.5 +8751- 875 +8751 - 875 +6751 -875 +67.51.87.5 314. OVERALL U8' ANNEALED GLASS 6118' AIRSPACE SIW LAMINATED 1/r ANNEALED GLASS 3l32 DUPONT PUB I NTERLAYER 118• ANNEALED GLASS 314. OVERALL 115' TEMPERED GLASS 5118' AIR SPACE 5118' LAMINATED 1/8' ANNEALED GLASS 3132' DUPONT PM INTERLAYER 116' ANNEALED GLASS NOTE 1.IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. A I UPDATED PER NEW FBC REQUIREMENTS I 07/07/08 GLASS TYPES PROPRIETARY AND CONRIEMIlL THE INFORtAMION CONTAIED N THIS DOMING ETHE EOM WINDOWSYSTEME. PC. ANY REPRODUCTION N PART OR AS WRITTEN PERMEMON OPGMTOIA WD$gW ETERNAL DC. R3 ' SW 44TH • AVE. FLORIDA 34474 DZMALVERDMSEMILIN AlltleggALUGEONT NOTE: LEFT site SHOWS MED =AWAY, MOW SIDE WOWS SASH CUT AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37 WIDE AND/OR 43" HIGH. ALTERNATE FIN FRAME IMPACT HOOK SPACING: 1) SILL HOOKS: A) Ir FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF war WIDTH IS GREATER THAN ar. 21 SASH CATCH: A) zoir FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF mar WIDTH 18 GREATER THAN 37. SASH AI40 FRAME HOOKS ARE TG ALIGN WMIIN rE TE: ITEMS USED BUT NOT SHOWN FOR CLARITY -20,23,25,28.31,37.44,48.47.49-52.55.83,84.87.6t. --!: PROMEEMEYAND comnoveaL TIM INFORMATION CONIAME0 TMOS DRAWING'S THE SOLE F.ROPERTalf mom SYSTEMS. [MANY REPRO:MOD:MIN PM1T OR AS AWNS= ARMEN PERMSMOM OF CUSTOM WINDOW SYSTEMS, O4O. PROMENTEEC: DETAIL A A f UPDATED PER NEW FBC REQUIREMENTS ti 0 of, . • • i1900 SW 44TH AVE ....-ACJALA, FLORIDA 34474 lig?. SECTION VIEWS & ALT. FRAME - IMPACT ;1. ANSI FADE • PVC S E HUN C.: RottlIntithika •-itt00 FL RW40. 0514 . 07/07/08 NTS TIE 7/7Q008 •C 4 OF 3 Hem 0 PnrtO Description H43331 Mali Fr, 612 wing.. PVC, Mead 2 H4031 Nair Fr., Sit DIRS. PVC 55 3 H4031 Man Fr.,Sttw/Ro.,W L .b. .1 11.6631 Maki Fr., B1t wing., PIC, R.b• 5 114001 Meat. Rai Fled. 6 6.1499 Helm. Est I.R. 9 118027 Sash Mitt Rat WC 9 141497 Arid. Sash Meet PoII 10 H5022 Sash Bohan Poi, PVC I &1498 Rah/. BHR.M.BA 11 114004 Sash Sida/T05/13at Rol 13 5-1498 Waif. sa,wssR 14 88018 06. GO., 3/P,F'xe. 9606. I5 64016 Ms. 134., 314',Fxd, Vert. 19 6.8018 0 .84. 614'.Saah, Hark. 17 8.8016 06. Bd., 314•.13ash, VarL l0 64013 San Adept., WISE. PM, 11mtr. 19 88014 San A6spL, PVC, Vart 20 86028 Bash Ship 1 Farr, PVC. Vert. 11 81576 Fr. Catch. PJC. hp., SH((R #6(.b) 22 81556 Sash Cosh. PVC, bpact 23 81604 Anchor CIP 24 Balancer 15 P4058 Sash Cam PVC 16 P4040 Take Out Clp 17 P3783 Look bead. WC 28 P3784 Deeper. Dyad. PVC 30 P4215 Weep Cover w/ Flap 31 P4803 Raid. Rate. ERR 32 194429 37 P3765 Weyr., 0270x .107 back Weal. Clay 08x2.980P1PHEMS 31 P3768 a'8x 0.82512h P484B 39 P4051W *8 6 1.250 Fh MUM, VAIL 4a P3748W OBx0.825 Ousel FHOM,WM. 42 P3668 08x318- P1P4TEK2 13 P3580 *8 x DIT'Ph RITES 2 41 P3342 SeamSeslw, 5656604 45 P3752 Cap Pig, t/2'14Se 46 P 3438 Hot Mat Truasal. 'if 47 P-3438 HEM Met Truant *IF 48 P4852 SD. Bk. 85Oar- 18'x81'x2'Lg. 49 P 3713 8146100 Oat Cert. Lebec PFRCTab. epa t 51 P3881 Tert3oray LbL (PFIkY013 52 P3813 ODD Let (ago) 53 Gass,Faad 54 Masa, Sash 55 62 63 P3281 P3215 Spasm (see sM 3) Strew Fran. Fbra. 64 65 66 67 68 69 71 71 72 P3218 P3321 P3581 P3228 411029 P3033 146028 81112 118028 P3113 Seism Frsaw, VerL Screen Frans Comm Key Doreen Cb82, 18 x 16 Fhwgasa Screen Spina-155 CUL, BR Screen PITab Screen Sprig, 66 It Fr.. at WIFD., PVC T3arig Bead Bub vial w4Rigtd BnaO. 280 Hph Screw Support tar RC PVC FRAME FIN -6026 3.22 -1 PVC SASH BTM. RAIL -6028 2.709 PVC FRAME FLANGE -6031 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 REINF. FIXED MTG. RAIL -1499 1 aw ALUM 6083 T-6 PVC FIXED MTG. RAIL -6001 .5� REINF. SASH MTG. RAIL -1497 FR HOOK MPACT (SH SILL} REINF. WM ALUM S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD -6016 ALUMINUM 6063 -T6 PVC SASH STOP -6029 mamma CTRUCfl0N 3118' rTES: ITEMS 33- 38.41, 50.5681 ARE NOT USED ON THIS PRODUCT. h--- 2VPY--oil--1 %6' ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 2 6118' 316' -r 3,4- 1 V2* PLAN VIEW OF ANCHOR CUP 1168' 516` .L— 4G PVC SCREEN SUPPORT - 6014 91 v4• PVC SCREEN CATCH - 6013 144' SASH CATCH IMPACT ALUMINUM 6063 -T6 A f UPDATED PER NEW FBC REQUIREMENTS J 07527/06 SW 44TH AVE. �ORS)A 34474 • • _ USIONS / B.O.M. - MPACT 3RIIWR BY:ADE PROPRETARYANDC01 IDORDL '•t; 1 TIE06OR1MTIONCONTAINEDIN TiffiDRAWINKit4 THE SOLE PROPERTY. 8021E V5Y8TE3�xturc. ANY REPRODUCROr1 IN PART OR AS AMHOSE7ylittbU�I Ej OMITTED PE410SSION oP c1BTOM WINDOW SYSTEM Mac. L9 PRO*MLTE0. -- 7/7/2008 NTS kV. LETTER A CWS-155 5OF8 EE (MIN. EMBEDMENT) CAULK BETWEEN BUCK AND OPENING BY OTHERS LIZ (MIN. EDGE DIST.) CONCRETESM#OONRY BY OTHERS 2 (MIN. EDGE DIST.) utr (MIN. EMBEOMENT) •64 •4 INSTALLATION ANCHOR, • ,4 MHO WOOD SCREW 4• • 4 • ° CAUUC BETWEEN BUCK ,A AND OPENING BY OTHERS 0 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER UNE GAN EMBEDMENT) 1 114 MAX BHA! (SEE NOTE 2 & 3 ON BHT. 2) 1 BY WOOD BUCK BY OTHERS • • • °• A • b • • 4 • ° °• • ° • •°• A s, • • • • • 2 BY BUCK BY OTHERS WINDOW FRAME HEAD ANCHOR CUP WINDOW FRAME JAMS • M% PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 311W DIA. MASONRY ANCHOR. HORIZONTAL SECTION .J CLIP (MASONRY) CAUL( BETWEEN BUCK AND OPENING BY OTHERS WINDOW FRAME SILL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH SY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH HORIZONTAL SECTION BY OTHERS CUP 04000) ANCHOR CUP INSTALLATION ANCHOR, 3118• MA. MASONRY ANCHOR. 1AP MAX. SHIM (SEE NOTE 2 & 3 ON 8HT.2) PERIMETER CAUUC BY INSTALLER INSTALLATION ANCHOR, 3114 CIA MASONRY ANCHOR ANCHOR CUP EXTERIOR FLUSH BY OTHERS (MEN. EMBEDMENT) F114 MAX EMIM (SEE NOTE 2 & 3 ON SHT. 2) ••• mss.• CONCRETEIM A3ONRY BY OTHERS (NUN• EDGE DIST.) CONCRETEAAASOMRY BY OTHERS ••• • 0. • •• • - Ps• So ••• .. • •t • • O • • • • • • • • • • ••• •• • • 1 BY WOOD BUCK BY oTHER6 ALTERNATE PRECAST SILL DETAIL CUP ('MASONRY) CONCRETERASONRY BY OTHERS 1 114• (MIN. EMBEDMENT) • SW 44TH AVE. FLORIDA 34474 2.i (MN. EDGE DIST.) ®VERTICAL SECTION GLr MASONRY) PROPRCTATTMMI COIPIDENTNL THE *mo LMTICN ODNTR®IN TiR CON NG B THE ems PROPERTY 77113* RNi: V*NDC }SYSTENS.OIC. ANY REPRCNl7CTIONIN PART ORASA WHOLE. y 111E va0I1EMPER NCFCUSTCMME O&SYS1EH6. INC. I8 •` • I •t• (...11, 1, n:: t4STALI.ATIONDETAC WI *Y - IMP' T • Pp ` A p.�0 PVC SINGLE cRAwxer.ADE -TE: 7f 12008 FL P. ,.. °qt . 8100 NITS " CWS -155 L P.E41<10.82514 . • • VtV. LETTER: A '8 OF B 2i2" (NON EDGE DIST.) CONCRETEHNISONRY BY OTHERS CAULK BETWEEN BUCK AND CREATING BY OTHERS EXTERIOR FINISH BY OTHERS DRYWALL BY OTHERS DRYWALL BY OTHERS ,1(r (MIN. EMUEDMEa1) USE (ION. EMBEDMENT) DRYWALL BY oriels CONCRETERAASONRY BY OTHERS INSTALLATION ANCHOR. 3118° DIA. MASONRY SCREW 4/NEOPRENE BACKED WASHER THRU SCREW SUPPORT 1 BY WOOD BUCK (M1 EMBEDMENT) I • 4 ' BY OTHERS (MIN EDGE DIST.) 4; • 4 • - . s' 2 BY WOOD BUCK BY OTHERS ♦ INSTALLA PTION ANCHOR.RENE 110 DU1. •►. WOOD ANCHORWJNEO ♦ ♦ 'SACKED WASHER TICREW ► • ► SUPPORT A RV MAX SHIM (SEE NOTE 2E 3 ON SHT.2) PERIMETER CAULK BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLERS WINDOW FRAME HEAD CAULK BETWEEN BUCK AND OPENING BY OTHERS © HORIZONTAL SECTION ® HORIZONTAL SECTION 7 FRAME (WOOD) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, Mr DIA. MASONRY SCREW v (NEOPRENE BACKED WASHER TWRU SCREW SUPPORT FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 31184 DIM. MASONRY SCREW 4 /NEOPRENE BACKED WASHER THRUSCREW SUPPORT WINDOW FRAME SILL INSTALLATION ANCHOR, 3/76' WA. U MASONRY SCREW O PRENE BACKEDWASHERTHRUSCREW NEOSUPPORT PE.RIMETER CAULK I BY STALLER _-. —.' EXT. FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS �1K' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 ILt (MIN EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 283 ON BHT. 2) CONCRETE/MASONRY BY OTHERS EDGE DIM CAULK BETWEEN BUCK AND OPENING BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD 1RV° SUPPORTTO MAKE 881 LEVEL BY OTHERS 612 CONCRETE/MASONRY BY OTHERS ®VERTICAL SECTION FRAME (MASONRY) (MIN EMBEDMENT) • : „Ml, iet THRU FRAME - &E 2 tt2' ¢ ""'%. 4 a 'x" , 4 �' PVC SMILE KING JI�INN eY: 7/7/2008 (t/NN. EDGE 01ST.) PROPRETARYAND COHFTnENTNL 1 . g ""3': ' • , ", * m+ y.: SCALE: XN9. NO.: THE INFORMATION INC. REPRODUCTION'S IS PART OR PROPEIN� B +».•:• • a; • 8100 NTS CVIS -155 VANDOW$YSIELt4.INC.ANY RE°ROWICTWNIN PART ORASAYHiOLE . - 4 N<•• Y6V. LEITSR: sRRErT: umarrENPe SISSIONOF CUSTOM WS= SYSISVS. INC. IS 0 .�,. ., c A TOFB SHEATHING BY OTHERS EXTERIOR FINISH -- B Y OTHERS : 4ti Y1. CAULK BEHIND FIN i. BY INSTALLER S WINDOW WRAP 1SY INSTALLER „r (dnN EMBEDMENT) PERIMETER CAULK BY INSTALLER 2 9Y WOOD BUCK B Y OTHERS INSTALLATION ANCHOR, fE WOOD SCREW 1/4° MAX SHIM (SEE NOTE 2 & 30N SHT.2) WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK 8Y INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH B Y OTHERS 114' MAX SHIM (SEE NOTE 2 & S ON SHT. 2) SY OTHERS BUCK INSTALLATION ANCHOR. f8 WOOD SCREW SHEATHING BY OTHERS ®VERTICAL SECTION FIN (ROOD) (I▪ &N EMBEDMENT) 2 BY WOOD BUCK SY OTHERS INSTALLATION ANCHOR, f8 WOOD SCREW SHEATHING BY OTHERS - 1/4' MAX SHIM (BEE NOTE 263 ONBHT.2) INtMtI m ( EMBEDMENT) WINDOW FRAME JAMB EXTERIOR FINISH BY OTHERS WINDOW WRAP BY INSTALLER CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WOOD) 7 , ' 18D0 SW 44TH AVE. idOCALA, FLORIDA 34474 •ems -•.r L..r "7f1L6: : t� dS7ALEATION DETAIL WOOp_CONST. - 0T • 4'!:;" ° *� PVC SINGLE HUNG xRAwN64ADE jSATE 7Al2a08 CWS -165 '8OF8 Florida Building Code Online ~i la Relent ^c Busines Professi Regulation BCIS Home Log In ! User Registration Product Approval USBR: Public User hUp://www.floridabuilding.org/pr/prapp_lstaspx lst.aspx Hot Topics Submit Surcharge Stets & Facts ? Pubrcatbns Product Aoproval Menu > Product or Awl/cation Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search 2007 ALL ALL ALL ALL ALL FBC Stags BCIS Ste Map ! Links i Search FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description esuits - Applications ALL ALL se outside HVHZ ressure Refine Search 12059.1 ALL ALL ALL ALL ALL ALL ALL *Ap ved by DBPR. Approvals by DBPR shag be reviewed and ratified by the POC and /or the Commissbn h' Contact Us :: •1.I u • •r- 0 The State of Fbrlda Is an empbyer. Coovrbht 2007 - 2010 -State—of Fbrkla, :: Plivacv Statement :: Accessibility Statement • • Refund Statement Under Fbrlda law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradftbnal mall If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webnaSSIiiffaigrAkOSAM Product Approval Accepts: 101 EE 1 of 1 1/31/2012 6:38 PM Type Manufacturer V I B Status 2059 New Piastpro Inc. / Nanya Plastics Corp. FL #: FL12059.1 Model: a. Fiberglass Door Description: Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door - X - Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan . King, P.E. (8 ) 787 -8283 Approved *Ap ved by DBPR. Approvals by DBPR shag be reviewed and ratified by the POC and /or the Commissbn h' Contact Us :: •1.I u • •r- 0 The State of Fbrlda Is an empbyer. Coovrbht 2007 - 2010 -State—of Fbrkla, :: Plivacv Statement :: Accessibility Statement • • Refund Statement Under Fbrlda law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradftbnal mall If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webnaSSIiiffaigrAkOSAM Product Approval Accepts: 101 EE 1 of 1 1/31/2012 6:38 PM Florida Building Code Online Bus nes Profess Regu ation BCIS Home ±¢cn « ReptaLe http : / /www.floridabuilding.org /pr /pr app_dtl.aspx?param= wGEVX... Log In User Registration ` Hot Topics Submit Surcharge Stats & Facts Pubticatbns PBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Aooroval Menu > Product or AooRcatbn Search > no cAti m 1I > A 111 ' n • • .. FL # F 12059 Application Type ew Code Version 2007 / Application Status Approve Comments / Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969 -9773 Ext 16 rickw@rwbIdgconsultants.com Authorized Signature Technical Representative Address /Phone /Email Vivian Wright rickw ©rwbidgconsuitants.com Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door A;- -mblies Evaluation Report fro Florida Registered Architect or a Licensed Florida Professional ngineer Evaluation ;= • rt - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida Ucense PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12059 RO COI CERT of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2002 ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/31/2012 6:39 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paranwGEVX... Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa 01/21/2009 02/02/2009 03/05/2009 04/07/2009 2 of 3 1/31/2012 6:39 PM —..-. Descri ion Up to a�'0 x 6'8 Glazed "Impact" Fiberglass Single Door - X - Ou ing FL #- Model, Nu er or Name a. Fiberglass Door 059.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes mpact Resistant: Yes D ign Pressure: N/A 7 Oth • See INST 12059.1 for Design Pressure Rat • •s, any ad. 0 kal use limitations, installation I -- ions and product particu : - -,.• - - • tu -- . 0 -02 utilized for In lation Instructions FL 059 RO II INST 12059.1.odf erifled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.1.ndf Created by Independent Third Party: Yes areas inside the HVHZ) 12059.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite - OX or XO - Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12059.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.2.odf Verifled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.2.pdf Created by Independent Third Party: Yes 12059.3 c. Fiberglass Door 1 Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with Sidelites - OXO - Outswing — Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12059.3 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.3.odf Verifled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.3.odf Created by Independent Third Party: Yes 12059.4 d. Fiberglass Door 1 Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door - XX - Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12059.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) installation Instructions FL12059 RO II INST 12059.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.4.pdf Created by Independent Third Party: Yes 12059.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door i with Sidelites - OXXO - Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12059.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) installation Instructions FL12059 RO II INST 12059.5.ndf Verifled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.5.ndf Created by Independent Third Party: Yes 2 of 3 1/31/2012 6:39 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtaspx?paranr—wGEVX... Contact US :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Fbrba Is an AA/EEO empbyer. Coovrbht 2007 -2010 State of Fbrba, :: Prlvacv Statement :: Accessth ftv Statement •: Refund Statent me Under Florida law, e-matt addresses are public records. I?you do not want your e-mail address released In response to a pubic- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional matt. If you have any questions regardMg DBPR's ADA web access bi@.y, please contact our Web Master at webmasterPdborstate.0.us. Product Approval Accepts: 3 of 3 Yayk7ed v4$$9tad 1/31/2012 6:39 PM NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 FIBERGLASS DOOR GLAZED - IMPACT - OUTSWING QENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE °HIGH VELOCITY HURRICANE ZONE °. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE °HIGH VELOCITY HURRICANE ZONE° THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE IiVHZ° REQUIRING WIND —BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL °D° AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996. 5. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. THIS PRODUCT MEETS WATER INFILTRATION REQUIREMENTS FOR °HVHZ °. TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 BUCK & FRAME ANCHORING 5 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 37.50" MAX. 0.A. FRAME WIDTH 0 w x 0 0 ci coo G X 0 OVERALL FRAME DIMENSION OVERALL D.LO. DIMENSION GLASS TYPE DESIGN PRESSURE— POSITIVE NEGATIVE 37.50° X 80.50" 20.50° X 62.50" G1 +50.0 —50.0 DOOR PANEL 0 0 0 N INTERIOR 0 2 2 HORIZONTAL CROSS SECTION FIBERGLASS PANEL 000 LOCK BLOCK DETAIL 1.584" OTOP RAIL co —1 1.584" o I 0 BOTTOM RAIL 1.200° ri 1 HINGE & LATCH STILE EDGE 0.079" 1 r— FIBERGLASS SKIN 0.069" THK. KEVLAR 0.010" THK. REINFORCEMENT 0.010" POOR SKIN DETAIL co )//)/4 I OHINGE & LATCH STILE REINFORCEMENT 0.980" o o e ffiBIOR INTERIOR C) 2 11 VERTICAL CROSS SECTION FIBERGLASS PANEL gl 11111 edPid : � m h8 z y of t \ do 8 en z 0 0 z WM 1/21/09 sum N.T.S. DWG. BY AL c o ay: LFS DRAWING Na FL- 12059.1 safT, 2 or 5 . . . . . F. INTERIOR 0 2 2 HORIZONTAL CROSS SECTION FIBERGLASS PANEL 000 LOCK BLOCK DETAIL 1.584" OTOP RAIL co —1 1.584" o I 0 BOTTOM RAIL 1.200° ri 1 HINGE & LATCH STILE EDGE 0.079" 1 r— FIBERGLASS SKIN 0.069" THK. KEVLAR 0.010" THK. REINFORCEMENT 0.010" POOR SKIN DETAIL co )//)/4 I OHINGE & LATCH STILE REINFORCEMENT 0.980" o o e ffiBIOR INTERIOR C) 2 11 VERTICAL CROSS SECTION FIBERGLASS PANEL gl 11111 edPid : � m h8 z y of t \ do 8 en z 0 0 z WM 1/21/09 sum N.T.S. DWG. BY AL c o ay: LFS DRAWING Na FL- 12059.1 safT, 2 or 5 1 -1/4° MIN. EMB. (TYP.) W o EbJ W ^ O ri�I tortv ,o P.., 1): © ®O 1 /4° MAX. SHIM SPACE (•) 2 -1/2° MIN. FROM 2 -1/2° MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) INTERIOR 0 HORIZONTAL CROSS SECTION ® HINGE JAMB AIME 3 O VERTICAL CROSS SECTION SHOWN WI1X SUB —BUCK SUBSTffUTING. CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD & JAMBS. 1-1/4" MIN. 1/4° MAX. 0 EMB. (TYP.) SHIM SPACE (TYP.) 1 et a w ®� kti$1111 e ° O 0 s v' • INTERIOR 1! 11111„,„/„,, L • �g gLI.& .\(16111111. - . I i` dal .../.;,. 0' . m 0° © o ri .EXTERIOR 0 3 2 HORIZONTAL CROSS SECTION ® LATCH JAMB 1° MIN. FROM MASONRY EDGE (TYP.) 1° MIN. FROM MASONRY EDGE (TYP.) 0 3 3 VERTICAL CROSS SECTION @ HEAD •°1 i• 2 -1/2° MIN. FROM 2 -1/2° MIN. FROM MASONRY EDGE y�- MASONRY EDGE (TYP.) (TYP.) 55 VERTICAL CROSS SECTION 3 ® THRESHOLD z8 •J 0 tn z Z 0 O z DATE: 1/21/09 WALE N.T.S. D. Br: AL caIN. Br. LFS DRAWING NO.: FL- 12059.1 snEr 3 cv 5 7r 2X BUCK MASONRY OPENING DUCK ANCHORING is U z 2X BUCK MASONRY OPENING NOTES: 1. 1/4° 11W CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2° CLEARANCE TO MASONRY EDGES AND A MINIMUM 3° CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 2. 1/4° ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1° CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 ge 0 U TYP. SEE NOTE 1 FRAME ANCHORING HINGE DETAIL 1X BUCK INSTALLATION 2X BUCK INSTALLATION 0, M L HINGE LOCATIONS 1X BUCK INSTALLATION 2X BUCK INSTALLATION a T O LATCH & DEADBOLT LOCATIONS — SGL DOOR STRIKE PLATE DETAIL iO z 0 0 rns Cue 0 z comm 1/27/09 SCAM N.T.S. D. BY: AL cw:. en LFS MOON), wa FL- 12059.1 moor 5or5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A YALE CIRRUS 100C PASSAGE LOCK STEEL YALE CIRRUS 10CB PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK STEEL BHI #902 PASSAGE LOCK STEEL B YALE 820 DEADBOLT STEEL YALE 83 DEADBOLT STEEL KWIKSET TITAN DEADBOLT SILLL BHI #200 DEADBOLT STEEL C 3/16" X 3 -1/4" ITW PFH CONCRETE SCREW STEEL G 2X REINFORCEMENT (CLEAR PINE) WOOD H 1/4" X 2 -3/4" ELCO PFH CONCRETE SREW STEEL J 1/4" X 3 -1/4" ITW PFH CONCRETE SREW STEEL K MASONRY CONCRETE L 2X BUCK WOOD M 1X BUCK WOOD N 1/4" X 3 -3/4" ITW TAPCON STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.079" THK.) PLAST PRO /NANYA Fy= 11,063 PSI .069" THK. FIBERGLASS & .010" THK. KEVLAR FG / KEVLAR 7 FOAM CORE POLYURETHANE 11 JAMB FINGER —JOINT —PINE SG = .42 OR BETTER WOOD 12 TRIM — 13 WEATHERSTRIP FOAM 19 #8 X 2 -1/2" PFH WOOD SCREW STEEL 23 #10 X 3/4° PFH SCREW STEEL 25 #10 X 2 -1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE MLLE 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 ODL LITE FRAME ALUMINUM 34 #10 X 1 -3/4" PFH SCREW STEEL 35 GLAZING COMPOUND REDI —SEAL BY ODL, POLYMERIC FOAM P /MERIC FOAM SIUCONE 36 STRUCTURAL SIUCONE DOW #995 37 SCREW PLUG — 45 OUTSWING THRESHOLD BY DLP ALUM. /WOOD POLY FIBER 46 POLY FIBER JAMB (PLASTPRO / NAN YA) G1 1° THK. INSULATED LAMINATED GLASS INTERLAYER SAFLEX BY SOLUTIA 1/8" ANN. / 0.090" PVB / 1/8" ANN. — AIR — 1/8" TEMP. GLASS G1 GLAZING DETAIL 1' THK. INSULATED GLASS 4.562" 17 JAMB 1 1° OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090° PVB INTERLAYER SAFLEX BY SOLUTIA 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS in 4.562" O POLY FIBER JAMB 45 OUTSWING THRESHOLD n 0 i 0A z 0 rn zO DaE: 1/27/09 S,.., ". N.T.S. DM. BY: AL CMG BY: LFS DRAMO wa FL- 12059.1 sBEEr 5 or i u °O °z m R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Voider). FL 33595 Phone 813.659,9197 Facsimile 813,754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-12059.1 Date. 21, 2009 Product Category: Exterior Doors Product sub-category: Swinging Exterior Doer Assemblies Product Name: Fiberglass Door Glazed — Impact - Outswing Manufacturer: Plastpro Inc. /Nan Ya Plastics • Corp. 9 Peach Tree Hill Road Livingston, Ni 07039 Phone 440.969.9773 Scope: This is a Product Evaluation report issued by R W Building Consultants, inc. and Lyndon F. Schmidt, P.E. (System ID $ 1998) for Plastpro Inc. / Nan Ya Plastics Corp. based on Rule Chapter No.9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire ilhancial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition.) See Drawing Na.: FL-12059.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt P.E. (PE # 43409) for specific use pm-meters. Lyndon F. Schmidt, P.E. PE $ 43409 January 21, 2009 PF-1150 Sheet 1 of3 Limitations 1. This product has been evaluated and meets the requirements for use within the State of Florida including the "High Velocity Hurricane Zone". 2. Product Anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 ofthe 2007 Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "High Velocity Hurricane Zone" requiring Wind-borne Debris Protection this product complies with Section 1609.1.2 of the 2007 Florida building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996-02. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-12059.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "High Velocity Hurricane Zone" 8. See drawing FL-12059.1 for Size Limitations and Design Pressure Rating, Lyndon F. Sclunidt„ PE 43409 January 21, 2009 PF-1150 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No FL- 12059.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No 9813) signed and sealed by Lyndon F. Schmidt, P.E. Tests Performed 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories and reported in test report number TEL— 07- 0223 -1, signed and sealed by Wendell W. Haney, P.E. 2. Testing (Plastprolia an 'Ya fiberglass door skin) per ASTM G26 -95, ASTM D2843-99, ASTM D635 -98, ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC-05-255-16776.0, signed by Joseph L. Doldan, P.E. ASTM G155. -04 is referenced in the Florida Building Code; ASTM G26-95 Method A is equivalent to ASTM G155-04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM 'D2565- 00;.the test conditions as reported in ETC -05- 255 - 16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565 -00 as attested to in evaluation report FL7241 -026 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, ASTM D635 -98 is equivalent to ASTM D635 -03 and meets the intent of the 2007 Florida. Building Code. 3. Testing (Plastpro/Nan Ya poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and ASTM D1929- 96(2001) acrd ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -07- 209 - 19303.0, signed by Ben Meunier and test report number ETC- 08 -209- 20609.0, signed by Gurjinder Dhami. 4. Plastics testing (Solutia Interlayer.) in accordance with the "High Velocity Hurricane Zone" substantiated by issuance of Miami -Dade Notice of Acceptance 08-0206.01. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test reports TEL -07- 0223 -1 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass Load Resistance Report ASTM E1300 prepared by Lyndon F. Schmidt, P.E. Other 1. Certificate of Participation issued by Testing Evaluation Laboratories, certifying that Plastpro ine.1 Nan Ya Plastics Corp. is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 PF -1.150 Sheet 3 of 3 Florida Building Code Online PadaDtftrIl i, Bus nes Profess' Regu °ation Product Approval USER: Public User http: / /www. florid abuilding.org /pr /pr app lstaspx Hot Topics Submit Surcharge Stats & Facts Pubicatbns FBC Staff F BCIS Ste Map i Links Search i Pro�gemval Menu > Prodtt or Aoakatbn Search > AppEcatlon Ltet Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant i Other rch Results - ADDlicattons 2007 ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use o VHZ Design Pressure Refine Search 7858.1 ALL ALL ALL ALL ALL ALL ALL *Approved by DBPR. Approvals by DBPR shall be reviewed and rattled by the POC and /or the Commissbn If necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer Copyright 2007 -2010 State of Fbrida, :: Privacy Statement :: Accesstbtty Statement :: Refund Statement bride law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic: mall to l -- = .Inste ad, contact the office by phone or by tradftbnal ma& -ffyou have any questbns regarding DBPR's ADA web aaesslblity, please contact our - -- -- -- —Web Master at webmasteredborstate.fl.ut. Product Approval Accepts: cifr"'r--)6Vs,Kaa. ted .4409 ti sect ritF mt tuici FE 1 of 1 1/31/2012 6:34 PM Mt Manufacturer Validated' Status FL7858 -R2 Revision Custom Window Systems Inc. FL #: FL7858.1 Steven M. Uri , PE Approved History Model: 8900 Vinyl SGD (717) 932 -8500 Description: 8900 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 6a x 96"). Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and rattled by the POC and /or the Commissbn If necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer Copyright 2007 -2010 State of Fbrida, :: Privacy Statement :: Accesstbtty Statement :: Refund Statement bride law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic: mall to l -- = .Inste ad, contact the office by phone or by tradftbnal ma& -ffyou have any questbns regarding DBPR's ADA web aaesslblity, please contact our - -- -- -- —Web Master at webmasteredborstate.fl.ut. Product Approval Accepts: cifr"'r--)6Vs,Kaa. ted .4409 ti sect ritF mt tuici FE 1 of 1 1/31/2012 6:34 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVX... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts ; Publications FBC Staff BCIS Ste Map Links Search Bus`nes Protessi Regulation 11 e? °cis ^d/. Re. ;'a:e:d l . Product Approval USER: Public User Product Approval Menu > Product or Aoolicatbn Search > Aoolcaton Llat IaUon� Detail FL # /° 7858 -R2 Application Type , Revision Code Version i 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Michael LaFevre miafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Cust. • WI dow Systems, Inc. , FL 34474 352) 368-6922 Ext Ralph @cws.cc Exterior Doors Sliding Exterior Door Assemplies Evaluation Report from Florida Registered Architect or a Licensed Ida Professional ineer Eva . eport - Hardcopy Received FloHda Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida Ucense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. UHch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7858 R2 COI 510463A (Eval Rep XO 8080).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/101 /I.S.2/A440 -05 2005 ASTM E1300 2002 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PAT/TAS 201/202/203 1994 1 of2 1/31/2012 6:34 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtaspeparanwGEVX... Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of P 09/12/2008 11/10/2008 11/13/2008 12/10 Contact Us • • 1940 North Monroe. Stroet. Talahassee Fl 3s399 The State of Florida is an AWES° empbyer CORIffightianaaliLStatestlinatisla.. :; Pcy Statement :: Aceesslbfty Statement • • Refund Statement Under Fbrlda law, e-mail addresses are public records. ft you do not want your a -man address released in response to a public- records request, do not send electronic mail to this entey. instead, contact the office by phone or by traditional mail. If you have any questbns regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterntdbnr.ctate.fl.us. Product Approval Accepts: 2 of2 1/31/2012 6:34 PM Model, Number or Name Description = 1 8900 Vinyl SGD 8900 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 60 psf (96" x 96 "). Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 / Other: Large Mlssle dp = +/- 60 psf (96" x • • ") Impact. Installation Instructions FL7858 R2 II CWS -165A jSGD -8900 Impact XO 8080).pdf Verified By: Luis Roberto Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL7858 R2 AE 510463A (Eval ReD XO 8080).pdf FL7858 R2 AE DuPont SGP NOA 07- 1116- 04.pdf FL7858 R2 AE Mikron NOA 06 -1220 01.Ddf Created by Independent Third Party: Yes Contact Us • • 1940 North Monroe. Stroet. Talahassee Fl 3s399 The State of Florida is an AWES° empbyer CORIffightianaaliLStatestlinatisla.. :; Pcy Statement :: Aceesslbfty Statement • • Refund Statement Under Fbrlda law, e-mail addresses are public records. ft you do not want your a -man address released in response to a public- records request, do not send electronic mail to this entey. instead, contact the office by phone or by traditional mail. If you have any questbns regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterntdbnr.ctate.fl.us. Product Approval Accepts: 2 of2 1/31/2012 6:34 PM SIJDING GLASS DOOR (LARGE MISSILE IMP wiz MAK UNIT HEIGHT 95.12 MAX. UNIT WIDTH +-- 411/4' DOSS DLO 4\ MAX MBE PANEL HEiOHT 0 Nam MAX PANEL WIDTH 85.31!: GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES--2 DP CHART& GLAZ8+16 SECT1ON VMS-- 4 EXTRUSIONS & 0.0 ei 5 INSTALLATION DETAILS —._8.8 PVC IIAPACT REQIAREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: 'COX'. X/O 4. DESIGN PRESSURES: (SEE TABLES -SHEET 3) i4EGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E 1300. 9. ANCHORAGE: THE 331l3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8- 8 FOR ANCHOR DETAIL 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCT1- 210 -1A. 9. SERIES! MODEL DESIGNATION SGD -8800. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBIUTY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X.OPERABLE SASH. O=FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. UPDATED PER NEW FBC REQUIREMENTS 1 08H0/08 . d • l: PROPRIETARY AND CON a :A 1 %M0Ow SYM MS A900 SW 44TH AVE. ;.. QCALA. FLORIDA 34474 ',alt ENERAL NOTES & ; 14 ATION.S - IARG_ MISSILE IMPACT SLIDING GLASS DOO -s WNBW ADE a+►T6 7_�1�5�1�2008 V%RG.N GW.SSt55 NINE L°ISQ'LOMA9 totratairaN CONTAINED PRODUCMYA►JIi W THE BOLE W1mOW 8YRT2LB. Wm A ANY 60110NN PART ORABA WRRiENPER1681DN OF CUSTOM WPDOW SYSTEMS, NC. IS f� FL'F.E. NO. 62514 ,° ' f O V t ..c..c.+ A • 1OF 8 J NOTES: 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. 2. SHIM AS REDO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN V18• 15 PRESENT. • D BEARING SHIMS SHALL BE 9 5m cris O W1GI DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT . 4.3/18' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A M EMBEDMENT OF 1 114• INTO MASONRY THRU FRAME OR THRU 1 BY W •. •:1 1I• MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBED B. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. INSTALLATION ANCHORS SHALL BE I4 ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF GO.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. - ti C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80. GRADE N. TYPE 1 (OR GREATER). l x a A I UPDATED PER NEW FBC REQUIREMENTS .� PROPRETART AND 00IiCIEfIW.. r �N e $ s`� THEN 601TIPN CONTAINED N THIS DRAWING IS THE sate PROPFA7rp+� • -•E, � .. WINDOW SYSTEMS. NG ANY REPRODUCTION N PART OR AS A WHOLE WITEIOUT FL P4 NO. 82514 WRITTEN PERMISSION OF CUSTOM WINDOW &BTEIS. EC ISPROH®RED, • • •1 .11 ea- WINDOW SYSTEMS SW 44TH AVE FLORIDA 34474 OR SCHEDULE & NOTES - LARGE 08110E8 IMPACT 718/2008 CWS-1 2 OF 8 BRIGHT(IN) WHIM (IN) CONING GLASS 'TYPE 84" 90" 96" 60" ox A +60 /-60 +60 / -60 +60 / -60 +60 / -60 60" RO A +60140 4601-60 +60 1-60 440140 72^ c OR 96" ox 96" X0 A -60 41111M7+60 /-611 A - +60 / -60 A +60 / 40 4601.60 +60 / -60 +60 / -60 +601-60 +601-60 4601-60 460 / -60 460 / -60 40/-68 460140 +60140 +60140 NOTE: IF SIZE NOT SHOWN, USE NEXT LARGER SIZE GLASS TYPE A A 1 UPDATED PER NEW FBC REQUIREMENTS 1 08,10/08 .tv t.".- • 40,S, • - • • • PROPIIIETARTIMCOMR01311141. ••:‘-41.; t2.4:44,47.1.4.." • • .• 1900 SW 44TH AVE OMA, FLORIDA 34474 111%P CHART & GUOING DETAIL- LARGE MISSILE IMPACT immavalav cowman IN 1111S 139AWIM3 9 INES= PROPER* L.:119e.err0 ED11 SYSTBAI. MC. MN REPRODUCTION IN PART ORMAoliffILEATIOUT. F.E. NO. 02514 • WIUTTENPEMAISSICN OF CUSTOM wecow BVS7EMS. I pR NCAS '"•- • " • • '7. . - • „,.?„, sc. •••-$. 't• - • • • • r *".•` t• • -:‘•ZZ. • 4:11 OVERALL UNIT !MOTH DJT_ERIOR EXTERIOR OVERALL UNIT HEIGHT GLASS TYPE (SEE PAGE 3) JYPJCAL VER11GA SECTION IZ L P L RIGHT SIDE SHOWS FIXED PANEL MOTE' ITEMS 13.51,56-59,82 ARE USED ," � 4�F✓! �' BUT NOT SHOWN FOR CLARITY % I c -1 •° .PE • • PIOWfTAR.AK BmLL C s '� R•- THE INFORMATION CONTAINED wTNIS DRAWING E4MB SOLE PROPERTY t'. t wpIQUw swims. cc. ANC R ICTtON N PART CRAS A WHOLE Wfl ` - .F PE( . 62514 WRRIENPE4�IONO CUSTOM VINDOW SYSTEMS. *IC. CS MIMED:- A 1 UPDATED PER NEW FSC REQUIREMENTS 1 canna, Ne.40=-. M SW 44Th AVE. FLORIDA 34474 •.ECTIONVIEWS-LAR • .4„WLIDING GLASS DOOR •i Q900 •4. LE IMP 71812808 NO.' f7WS -18,5 40F8 Item 0 1 81. 4- 148042 8.938 Bia.0-221MMIEN 000(P 2 Thres.11Mer, PVC, SSD Head rii 111 1.645-1 - 0 OE) 3 ..-■ ---, 7i 1.875 L____1 4 8-1655 Track, Pallet PVC. SSD, $11 I —. , 1--- - 8-6040 IhreaRler, PVC, SCA Sil • 8 54038 Si. . NG SEM, "-Id1=1411 i PVC SCREEN TRACK - 6041 7 84041 Track, Screen, PVC, 500, Si MUII:1 =c1„.a.....,-7.232 — ALUILFIEINFORCEMENT - 1591 551 2142 IF .080 FRAME SCREWED E Li...IVMINIMMMIN . 00 PVC OUTER FRANE -6042 6663-78 .423 ..,,, .lts CORNEFLS TOGETHER : -,..M 1.645 (r) (if . 1.153 12 r-- C. --,-, --1.:6 6 PVC ANTHIPT MT - 8039 19 8-6039 An81.61 Elk, PVC, sOo 1863 1.-- 1 14 06032 Panel Rai, PVC, SCA Tap, Op. F-2.165 0 15 S-1590 MN „ 1%, PVC, SGD . 100 4) rI) PVC GLAZEBEAD - 6037 .120 C!) 18 146032 Panel Rat PVC. SOD, SOL • i--- 17 LIEINtiM!! '1A131■11• 1 18 r-,-,- S-1580 RAW., lit. PIG S50 p--, .-.::. al 2.136 ... L.7 PVC ROLLER TRACK - 8036 VENT CONSTRUCTION ALWARONFORCEMENT .1590 .100 0043-T5 M 20 /14034 Panel Mk, Oper., PM SSD 21 8-1590 Rent., FM, FVC. SOD , maill Er.,LIMUnza ,-,c, ,mminiiiMi=111111.1 17-41 .687 3553 23 -,- ' , • C, SOD, Top. 1.981 PVC PANEL INTERLOCK - 8034 0 1D 8 3.218 PVC FIXED PANEL LIFT- 6038 24 5-1590 Rein!, Rt, PVC SGD 25 188032 Panel Rat -PVC. SOD:Bot. Fxd. 29 8- .'" • „ Ht. PVC, 27 146032 Penal RA PVC, SGD, Fed. 28 8-1690 WC, C. II -_ 14-6033 Panal Mk., FxcL, PVC, SOO -1111° ALUM 1V<:1 30 31 144035 S.1590 Catch, RS Mt., Fxd„ C. SW Rohl, RC PVC, SG° le i 11. 1 .720WELD FIXED PANEL CUP - 16 8 6063.76 VENTS FULLY WELDED 32 S.1591 Rektf., Ilak. C. 630 _ 33 54946 Sup.. Weld. PVC, SAD PVC SNAP 34 5-6037 Gk. 68., 1'. PVC,1k4ClAtL. HorM. INTERLOCK -8035 PVC SUPPORT - 6046 6463-TO 0 980 35 8037 Gk. BL. I', PVC, SCO.Fxd., VerL 36 643237 ofx. Bd.. r, Fvc, sooEssh. }bk. 2.1 9%1 0 2.813 ---1 37 3-6037 Eld, r, PV T.- Ft, VW. PAIIIRLRAM- —T 0 P-3788 Lock & limb 16t, PVC, SOD 6032 1 .... . CD P-3222 Ikeler, Tandem, PVC SEA ES 40 P-3429 Map.. 0.270x AID back FinSaal. Gray 48 P-3556W 08 x 2 V2 RI RMS. Wot. 49 P-3768 88 x 0825 Ph Ri RS r.•,-."'` ..-7-, PVC TRACK FILLER - 6040 50 - - 463 x 21 Ft FI4 , ' 100 1.675 1 51 P-3342 Seam Sealer, SM-5504 2.813 ALUM MED PANEL COVER - 1597 Alla WHIM ADAPTOR 80133-70 8093-TO 52 P-3752 Cap Fie Ur Hole r 1 3.563 53 P•3498 Hot PM, TruSeaLlf 54 aajll IMEI A UPDATED PER NEW FBC REQUIREMENTS tpwiwae .c• 6EZIM ' .^ ' , • - ., • ...--. • o • ' 4 iv' 147 t7TA .L. . ;1" . • FL P.E. NO. 14 4, VANOOW MIRO 9044c4 FttaBW TN AVE. Fil."1134Wel aal/ 161130r017 U3L '-"--.17' R3813 • , . (463) so Oissa.rated 25A 81 c Sash 254 PVC PANEL INTERLOCK - 6033 .d• . •••• :' ••• .." '-•7 ' PROPRIETARY AND 00111013111A1. CAPIED w ns maim s ME BOLE PiOPRv OFCSWV:.. ROOM SYSTEM INC. ANY FIEPROISUCTION INF/ATM AS AWHOIEWIVIOttreie VIRIITEN POWWOW NOM momenta' 62 P0281 Spacer, Pam page 2) ' & 13 • M LAR E ,.. ILE IMP 54 S.1597 PaneL Fixed COM "....l■ - - , ;-, .'11,Ilr. ,'Irl.-MrTitilliiii.- ,......! IiiiIi 7/13P2008 65 8-1618 Panel. Fared Anchor 66 AMR Screen • ., ...,. - W 165 67 8-1601 Figtabe Adaptor .■ • 4 ..- - 5 OF 8 °FUSION' woof:m=0M% CONCRETBMASONRY BY OTHERS LUC Mk EMBEDMENT) CONCRETBMASONNY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS (MIN. EMBEDMENT) NC MAX SHIM SEE NOTE 2 a 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER INTERIOR 2716 Q V t. v a• 2/Z MIN EDGE DIST. I ' °• �• 4 •� or EBYX FINISH FI OTHERS PERIMETER CAULK BY INSTALLER DOORFRAME HEAD EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER DOORFRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COYER WEEP HOLES 2V2' (MN. EDGE DIST.) o .o NMXSHRM \ PERI ETERCAULK BY INSTAU.ER SEE NOTE 2 & 3SHEET 2) INSTALLATION ANCHOR. 3/16' DRA MASONRY ANCHOR a Vd RAT WASHER DOOR FAME JAMS 1 BY WOOD BUM( BY OTHERS INSTALLATION ANCHOR, 3/1W DIA. MASONRY ANCHOR a Vr FLAT WASHER CALR( UNDER SCREW HEAD BY INSTALLER MOM H IGHRISE SILL BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTAL ER INSTALLATION ANCHOR, 3116 DIA. MASONRY ANCHOR a 112" RAT WASHER 07NcRETEMAAsoNRY BY OTHERS Imo- X27116• { ONRY) EXTERIOR FINISH BY OTHERS 1 IORR SCREW 36' FIXED PANEL CUP (1.01 EMBEDMENT) vs MAxSHIM (SEE NOTE 2 6 3 3/t6• TAPCON SHEET 2) 1 NIXWVTEK Iiillil -r�'I a."7-1 DUNDER SCFIEW BY!WA ~ � l ®HFFRRAME AA5' OMRSOC rTE THAT PRE PUNCHED LES HOLD ANCHOR PARAT(ON TO 2.450 DOOR FRAME JAMS •q .4 ( cuK q BY 0 EXTERIOR FINISH BY OTHERS ,,LL MN EvatEDMENT) (XNC7RETEIMMASOMWY BY OTHERS INSTALLATION ANCHOR, 3116 MASONRY ANCHOR a! 112' FLAT WASHER . °p 27/1W 1 BY WOOD BUCK CAULK BETWEEN BUCK AND OPENING OTHERS p •.Q s D MN EDGE D▪ IBT, MOM A 1 UPDATED PER NEW FIC REQUIREMENTS _I 0B/10A78 SYSTEMS .r 1000 SW 44TH AVE • , ,QyALA, FLORIDA 34474 ALIATKXN DETAIL :` 1 = <RiCK - IARGE I SIRE IMPACT c •_• :f !MM 1 E Te 71A1200B I _I r 6OFB INC MAX SHIM 8Y OTHERS CONCRETE44AISCINRY (SEE NOTE 2 &3 SHEET 2) 2 SY WOOD BUCK EXTERIOR SHEATHING BY OTHERS BY OTHERS CAULK BETNEEN BUCK AND OPENING I3YOTHERS INSTALLATION Aht/40 NO WOOD SCREW wi VT FIAT WASHER 1.33r (MIN. EMBEDMENT) ItEg131211- r FIXED PANEL CUP SCREW (AIN. EMBEDMENT) IX MAX SHIM (SEE NOTE 2 a 3 SHEET 2) .LIAZ IMIAL EMEEIMERR) CONCRETE/MASONRY BY OTHERS 110 WOOD SCREW AS X 34 TB( INSTALLATION ANCHOR. 210 WOOD SCREW a VT RAT WASHER 2 BY WOOD SUCK BY OTHERS Ai 4.. tc. CAULK UNDER SCREW HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS DOOR FRAME JAMB EXTERIOR SHEATHING BY OTHERS a) HORIZONTAL SECTION FRAME WOOD) PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER DOOR FRAME HEAD EXTERIOR iL4! MAX. SHIM SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER INTERIM CAULK UNDER SCREW HEAD BY INSTALLER HIOHRISE SILL DOOR FRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COVER WEEP HOLES 4.1 4 4. EXTERIOR SHEATHING BY OTHERS BEAD OF CAULK BETWEEN HIGHFUSE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, 3116 MASONRY ANCHOR & VT FLAT WASHER 4 ....„.....--CONORETEMASONFIT 4 BY OTHERS - • b 4. & 1.268 (MIN. EMBEDMENT) -.. 2IM..ir EDGE DIST.) 271W ..... ' ...e. 0 • ,' . % , ..4 .1,,.... , . • , — • .., 4. . ..7 • .7.4-r., . (CVERTICAL SECTION enorrawmulRaNctA o ItS e TmHeE nSOswLE — 'rity.. 51 ra-ii d e,•_1 As . 4.; , t././ FRAME (WCOD) WAIDCIW SYSTEMS. INC. ANY REPRODUCTION IN PART CA AS A RYNOL8- WRIREN mosso+ oF courcumeow SYSTEtAa. M. IS • - • FL ,RtErNO. 62514 :, EXTERIOR FINISH IN OTHERS •re, • ...... , 1111.111"111111,W 7 OF 8 EXTERIOR SHEATHING BY OTIEFIS LIE GOIL EMBEDMENT) 2 BY WOOD BUCK BY OTHERS VC MAX SHIM WEE NOTE 263 SHEET Z 1)=11 VII — INSTALLATION 110 WOOD SCREW wi vr FIAT WASHER LaFt (•04. summer) r FIXED PANEL CUP SCREW MIN. BASEMENT) IL4: MAX SHIM B610W00D SCREW m---14. !IP EE NOTE 2 & 3 SHEET 2) 'I' ii liligh &:. CAULK UNDEFI SCREW — HEAD BY INSTALLER , , .,. BY OTHERS 23/4 TEK g Ill 'kg it cro EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER CALIUC UNDER SCREW HEAD BY INSTALLER 1.211E (WN. EMBEDMENT) INSTALLATION ANCHOR. WIEr DIA. WOOD SCREW & I/2" FLAT WASHER 2 BY WOOD BUCK EXTERIOR DOOR FRAME ;JAMB PERIMETER CAULK BY INSTALLER DOOR FRAME HEAD EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER NC MAX. SHIM SEE NOM 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER DOOR FRAME SILL I I; PEFIIMETER CAULK "i I MIL BY INSTALLER/DO NOT ":1 I i--SIP1M1 COVER WEEP HOLES i ; i*J14Liw.±■•_\I .4t...—■—CONCRETEMASONRY OTH:ERS d ,LI,j••■. 4- • I> ob.k • I!, b • IS 1." I • D LiBt A... I (WENI. EMBEDMENT) HIGHRISE S&L EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS BEAD OF CAULK BETWEEN HIGHRISE 861 040 FRAME BY INSTALLER INSTALLATION ANC 3/16 DIA. MASONRY MOR & 1/2' FLAT WASHER pod EDGE DIST.) 2 TM' 2.11Z (EN VERTICAL SECTION VI/ FRAME (WOOD) © HORIZONTAL SECTION FRAME (WOOD) OTE THAT PRE PUNCHE1 LES HOLD ANCHOR • PARAT1ON TO 2.450 ' . \ ,... . 6 .. ' 6. • • s". •! .1, .... , • _....,• ... PEFEMETEII CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS A 1 UPDATED PER NEW RC REQUIREMENTS 1 0611003 it AttaIBMILVAADAMIROENTIAL VANDOW MIDAS BOG SW 44TH AVE. DA 34474 TION DETAIL IN 2 BY BUCK - LARGE MISSILE IMPAC1 ,iwilip!!! gam= ,, 703/2008 S-1135 • 80F8 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Engineering Evaluation Report Report No.: 510463A Manufacturer: Custom Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door — Large Missile Impact Compliance: The above mentioned product has been evacuated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. • Product description: Silding glass door manufactured out of extruded PVC; frame is straight cut, coped and assembled with four (4) screws through each•jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document: drawing number CWS -165 Revision A, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3342 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440 -05 Design pressure: t60.0psf Water resistance: 9.0psf ASTM E1886-02 and ASTM E1996 -02 ASTM E1886/ E1998 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, t60psf design pressure 3. Test report No.: NCTL 210 - 3342 -1A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact test TAS 202 -94 Uniform Static Air Pressure, *Sopsf design pressure, 9.0psf Water test penetration TAS 203-94 Cyclic Pressure Loading, t60psf design pressure. 4. Anchor calculations, report number 510112A, prepared, signed and sealed by L Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 16opsf • Maximum unit size: 95 x 95 W • Maximum panel size: 48 3/8" x 92 7/8" • Maximum D.L.O.: 41 Y" x 85'/4 • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard lite — air - laminated inboard Ute consisting of 1/8" annealed - .090 Dupont Sentry GiasPlus interlayer 1/8" annealed per ASTM E 1300. • Dupont Sentry GlasPlus interlayer per N.O.A. 07- 1116.04. • Approved configurations: OX, XO • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require Impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. 08- 1220.01. installation: • Units must be installed in accordance with approval document CWS -165 Revision A. 400ha:.r►t ot Certification of Independence: a ;;'o c ;A) 47,,:.. Please note that I don't have nor will acquire a financial interest in any company manufacturing orfiirk&Ibt e product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interestih involved in the approval process of the listed product(s). •z` a�f a �' • • •. a :oft •,. •ereooe ��.•.0.*� •�rf.�t4t444Qt}s`tt 1 of 1 Luis R. Lomas, P:E. FL No.: 62514 10/24/2008 Florida Building Code Online Rona D rtnte< Bus nes Protessi Regulation BC1S Home Log In User Registration U-cosc Product Approval USER: Public User http://wwvv.floridabuilcling.org/pr/pr_app_lstaspx Hot Topics Submt Surcharge Stets & Facts Pubtcatbns 4 FBC Staff BCLS Ste Map Links Search Product Aonroval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2007 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Press—. Refine Search 7067.1 ALL ALL ALL ALL ALL ALL ALL FL# Um RevisiefrOustom Manufacturer Validated By Status i FL7067 -R3 Window Systems Inc. FL#: FL7067.1 Model: HS -8200 Vinyl Horizontal Slider Description: HS -8200 Vinyl Horizontal Slider (Im ct) 74x54, XO Category: Windows Subcategory: Horizontal Slider Steven M. Urich, PE (717) 932-8500 Approved History *Approved by DBPR. Approvals by DBPR shall be reviewed and rattled by the PDC and/.ofthe Commission if necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 yer. Copyright 2007 -2010 State of Fbrtla, :: Privacy Statement • • Accesstbity Statement :: RefeM Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mat address released in response to a public - records request, do not send electronic mat to this entity. Instead, contact the office by phone or by tradtional mail. If you have any questions regarding DBPR's ADA web accessibitry, please contact our Web Master at webmaster©dbprstate.fl.us. Product Approval Accepts: V0n9rgn 7!a }!a4 irtt,at.titiees : AFE 1 of 1 1/31/2012 6:13 PM Florida Building Code Online r r gurida rtmeyit.: Busines RegUation http://www.floridabuilding.org/pr/pr_app_dthaspx?param=wGEVX... BClS Home Log in ( User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links + Search eittentil. Ree3ta:x!c.igh Product Approval USER: Public User Product Aoproval Menu > Prods or Aoo atbn Sarch Application Ratan FL # FL7067 -R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre miafevre@cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, F (35,2-r368-6922 ERt208 Ralph@ cc , Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Repo from a Florida Registered Architect or a Licensed Florida Profes onal Engineer Ev. on Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/WDMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of 3 1/31/2012 6:14 PM Florida Building Code Online http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?paratn— wGEVX... 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC A Date Approv Date ised Method 1 Option D 12/19/2008 -2/29/2008 J:1-1/0 /2009 02/03/2009 12/12/2011 KM 1111 ruV d Y A Ya FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 7 x54, XO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -157A (HS -8200 ImpaCt).Ddf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 II Micron NOA 06 -1220 01.pdf ign Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other. a Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485 _ ' al Re. HS- 8200Im.a- X0 4x 4 ... _ Created by Independent Third Party: Yes 7067.2 I HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -232A (HS -8200 Impact XOX).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +60/ -60 FL7067 R3 II Mlkron NOA 06 -1220 01 odf Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rea HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 II Mikron NOA 06 -1220 01.pdf Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes Contact UB :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO empbyer. Copyright 2007 -2010 State of Florida. •: Privacy Statement :: Accessibility Statement :: Retard Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a pubes- records request, do not send electrons map to this entity. Instead, contact the office by phone or by traditional ma:. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us• Product Approval Accepts: 1/31/2012 6:14 PM Contact UB :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO empbyer. Copyright 2007 -2010 State of Florida. •: Privacy Statement :: Accessibility Statement :: Retard Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a pubes- records request, do not send electrons map to this entity. Instead, contact the office by phone or by traditional ma:. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us• Product Approval Accepts: 1/31/2012 6:14 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVX... 3 of 3 1/31/2012 6:14 PM RIZONTAL L LEVATION LAR E MISSILE IMPA 54! MAX UNIT H90HT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS„„ "..........1 ANCHOR SCHEDULE AND NOTES ...............2 DESIGN PRESSURES &GLAZING_ SECTIONS & ALT. EXTRUSIONS & BIM OF MATERIALS....._....$ INSTALLATION DETAILS ........_..._._...-8 -8 °O/X" & "XFO" MAX SIZE }+VC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'OdX' OR 7./0' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED 014, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT SEEN USED N THE DESIGN OF THIS PRODUCT. BEE 5148E784 FOR ANCHOR DETAIL. 5. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VEERS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAT. AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER OW. 'X/0': NCT4210. 3187 -18, NCTL- 210. 3187 -1 8. SERIES I MODEL DESIONATION HSNG200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH, 0 . FIXED SASH 12. SEC11014 CALLOUTS FROM 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • • ,.z PNOPRETARVAIIDODt 9i0A. Y • ♦ 1.• • 7HE woRsi atoN CONTAO�ED INTHIB ORAWNSIS THE sax mammy Wa.TDOWSYSi@S.INC. ANY REPRODUCTION IMPART OR ABAWHOLE wnsourTNEr FL. P.E: YANDoW SYMMs ALA FLORIDA 34474 4, Y ERAL NOTE & ELEVATIONS - LARGE MISSILE IMPACT O - -PVC HORIZ 6 i HAWN BY: BAT F ,e: 7/15/2t�8 -8200 NTS o. Y. LtI It.H. A Gt Na: CWS -157 43514 ••o 1i 1 OF 8 ANCHOR LAYO 3E"NIHAU FRWEeca P OPENING) INSTALLATION ANCHORS TYP. 4' MAX. (NM a MAX. O.C. (tYR SEE NOTE 6 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD ¢EARWG SHIMS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. N HOR LAYOUT= wvwa FN 4. 3/W DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2 SHALL BE ACHIEVED. _.........D S. 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318' INTO 2 BY WOOD BUCK. 6. 08 WOOD SCREW ANCHORS MUST BE OF SUFRCIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112• INTO2 BY WOOD BUCK FOR FN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'; INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERON ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 04.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-80. GRADE N, TYPE 1 (OR GREATER). AIDPRIETNEMDO01HoemAL THE INFORMATION CONTAINED N TMS MEMO IST1i SOLE PROPERTY OF CUSTOM WINDOW SYSTEM, NO ANY ACTION N PART OR AS *WHOLE WITHOUT TIE WRITTEN PERM: M ONOFCUSTOM W IN D O W sysTeas. P C.6 PROHIBITED. A INSTALLATION ANCHORS TYP. A I UPDATED PER NEW PBC REQUIREMENTS 107/07/08 . fL.TIIAti 1114121...1.40. 82514 SCHEDULE & NOTES- LARGE MISSILE IMPACT 7/15/2008 CWS -157 20F8 • ftt MODULAR SIZES (UNITWINDOW SIZE) IIMGHT(1N) W IDTii (IN) GLASS TYPE 17 7/8 29 1/2 31 1/2 35 1/2 39 1/2 411/2 431/2 47 1/2 24 3/4 A,B 27 1/2 A.B +60 /-60 +60/ -60 +601 -60 +60%60 +601 -60 +60/ -60 +60/ -60 +60/-60 +60/-60 +60/-60 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60 /-60 +60/ -60 +601 -60 +601-60 291/2 A.B +601-60 +60/ -60 +60/-60 31 1/2 ' A,B +60 /-60 +601-60 +60 /-60 460/-60 +60 /-60 +600 / -60 +60 -60 +60 /-60 +60 /-60 +60/ -60 +60 /-60 +60/ -60 +60/-60 +60-60 +60/ -60 351/2 A,B +601 -60 +601 -60 +601 -60 +60 /-60 +60/-60 +60/ -60 391/2 A,B +601 -60 +60/ - -60 +60/-60 +60/-60 +601 -60 +60/ -10 +60/ -60 +60/-60 +60 /-60 +60 /-60 +60/ -60 +60/ -60 411/2 A,B +60/ -60 +60/ -60 +60/ -60 +601-60 +60/-60 +60 /-60 +601 -60 +60/-60 +60/-60 43 1/2 A,B +60/150 +60 /-60 +601 -60 +60/-60 +60 /-60 47 1/2 A,B +60/-60 +60-60 +60/ -60 +6601-60 +601-60 +60/ -60 +60/ -60 +601-60 +60/-60 +60/-60 +601 -60 +60 /-60 +601 -60 51 1/2 A,B A,B +60 /-60 +601-60 +60/ -60 +60/ -60 +60 /-60 +601 -60 +60/-60 +60/-60 +601 -60 +60/ -60 +601-60 +60/ -60 +60/-60 +601 -60 +60/-60 +60/-60 COMMODITY S1ZIS (h P -IIP) H8IGHT(IN) mom m (IN) GLASS TYPE 191/8 38 3/8 50 5/8 551/4 26 A.B +60/ -60 +60 /-60 +60/ -60 +601-60 281/2 A,B +60/ -60 +60 /-60 +60/ -60 +60/-60 37 A,B +601 -60 +60/ -60 +60/ -60 +60/ -60 53 118 A,B +60 /-60 +601-60 +601-60 +60 /-60 75 1/4 A,B +60/ -60 +60/-60 +601 -60 +60/ -60 314 OVERALL 1/8- ANNEALED GLASS &W AIR SPACE MIR LAMINATED V8- ANNEALED GLASS 9/3T DUPONT PVB WTERLAYEM 118' ANNEALED GLASS m.ABSTYPE A 1Pl• GLASS BITE 3/4. OVERALL 1$' TEMPERED GLASS 6/18- AIR SPACE 5+18' LAMINATED Mr ANNEALED GLASS 3132' DUPONT PYB IN'TERLAYER 1t8- ANNEALED GLASS OL ASSIYPE B 112 LESS PROPRETART'ANDCO1 CONFIDENTIAL -• . 1FN NFOAMiHCNcONTA NED IN THIS DRAWING wT ESOLE PROPER YGP a WINDOW SYSTEMS, IND. OR AS A mit:ura ium'THE WRRE1 PER193SION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMNTED. NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. Al UPDATED PER NEW FBC REQUIREMENTS 07/07/08 4 1• . g.• 0 • FL P.ENEi 82514 l y�` . f • • P$YC HORIZ. sup 7 WINDOW SYSTEMS :61N. 44TH AVENUE FLORIDA 34474 1 12:DP CHART 8 GLAZING - LARGE MISSILE IMPACT WN eIP: BAT e •8200 • 71152008 NTS MO. NO.: CWS -157 . Lt1 /Fri: A T 30F8 ® L TYPICAL VERTICA SECTION NOTE: SHOWS FIXED UTE CUTAWAY NOTE:9CWS SASHCUT AWAY 000TTE: ITEMS 22, 27, 29, 38, 41, 42, 50, 53, AND 54 ARE USED BUT SHOWN FOR CLARITY. ®TYPICAL HOR�IZ NTAL SECTION NOTE; LEFT UTE CUTAWAY, RIGHT SNOWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: q� 4 FROM UNIT EDGE TO EDGE OF HOOK B) A THIRD HOOK AS CENTERED IF 1007 HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. 2) SASH CATCH: A) 2-U2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35314. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. DETAIL D (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) Cr FROM UNIT EDGE TO EDGE OF HOOK. B AThIRO HOOK 13 C�ITEREO 1)' UNIT W1DTh ISOREATERTHANOR EQW4. TO 61314. • SMER HOOK 3 718' FROM EDGE OF 14T0 RAIL 2) SASH CATCH: A) 2.112' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH E CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO /13/4. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. A r UPDATED PER NEW FBC REQUIREMENTS 107/07A08 DETAIL C (HEAD IMPACT HOOKS) ^c• . F f WINDOW SYs ME -...1800 S.W. 44TH AVENUE tICAL A, FLORIDA 34474 710N VIEWS 6 ALTERNATE FIN FRAME - LARGE M)SSILE IMPACT j%j��M„.. a >•''PVC HORIZ.SLI PHOPR6TAAYAfooae®aMRAL °t_RORTO"LQMAS '`• .,�s THE OffORMATIONGowa® NTFIL9 DRAWING IS THE SOLE paoPE7[h•af C{1§[6M s: WINDOW SYSTEMS. INC. ANY REPRODUCTION IMPART OR PSA WHOLE w TAE FI„P.E NO. 62514 •c;'� WRMEN PERLSSSION OF CUSTOM WINDOW SYSTEMS, INCAS PROICRITFIA �_ o ,.. 1 .:�.V if r., 8200 INN tlY BAT .1AIC. 7/1612008 NTS CWS -157 • 40F8 Items Pert* Dcuiipdo... EA3W-a2Miga IT � FRAME CORNER CONSTRUCTION 1 H•8031 Mak rr., sit WPM. WG Head 31M' 2 H46031 flak Fr. 8H. WC, 8i 3 U8" .. 0 1. f 3 H4031 w/Fla., Maki Fr. SR wAag., PVC, L 9t _ , 000 �,r �1 23!18• I 11,..,_ 4 IFB031 MefiF%8FLw/flp WGR b � �' r - - - ", Ili 5 H8001 3beL Rat R M. _i I 1 1 6/$• t i 4 87496 Rei. Fxd, MA CLLSIO WELD (ALL SIDES) \. 7 t1.8Gd7 Bash Meet. RaL WC 21,178' 3 W19' � I! ' 1 -. 8 0 141497 138028 hefts. Stroh libel. Ras SaahBoD6mhaq WCisB.Reort6l . _ , �__ -_7� r -.. - L 7. . ♦ \ . -. 3- WELD (All SIDES) I PVC SASH MTG. RAIL -6027 10 6-1498 RsW.SAR S.SJl. . it ++9004 Sash 8ltla?ap+BDLFill 1 PVC FRAME FLANGE -6031 . FIXED MEETING RAIL 12 6-1978 Palk. track PVC FRAME FIN -6026 EWE WITH t3 86019 G. Bd. 3r4 ".Fkd..ltrk. 14 139019 Gk. Bd. 3N74d., Vert. 0 I 1 + 1 1311r 5rs CI 88018 GIt Bd. 3I4.Seeh, I. 7 ISltB• �fL 1 0 1' �' 1ne• . ; , / i r 16 86019 02 Bd., 3+r,88ah, Vert 17 _ 84013 ' Srm. Adapt, wlkl. RFC. Hark. r_ Lit ) f 1 &B• I 1 w 10 20 86014 6-1578 Scot Adapt. PVC, Vert ''Jac WG 113 0 SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 . j 17n9-• -I 1 11 21 •1359 Sash c , PVC. .•. ®...:■=. 22 S-1504 Anchor CIO 1 GIS' . PVC FIXED MTG. RAIL-6001 PVC SASH TOP/BTM RAIL -6004 PVC SASH SIDE RAIL -6028 1 23 P3804 Rma., Tandem 24 P3783 Lod, bead, PVC 25 P.3784 , hpact WC 26 P•3215 WeeplbrarwlRep `�' ' L 11/4 0 3itr 3W I 27 713853 I W. Rate, 7133. 1 1/4' 26 P3428 0270 x .187 �k Fhao&L (ray ,r .0 ■Watp., i_ :e 713785 N9x2A00PhPHSARS � I— - PVC GLAZING BEAD -6016 34 6- 31 R37118 88 x , 141PHGM 1 119• ROLLER TRACK -1678 SASH IMPACT HOOK -1556 FIXED MTG. RAIL -1499 S.B.RJS.S.R. -1498 32 P•4051W 18x1250ThFHTBtWht 1�. ALUM. 6063-T6 ALUM. 6063-T6 ALUM. REINF. 6063-T6 ALUM. REINF.6063•T6 33 P3749W 46 x 0.628 Quad FH TBS Wht ffi 34 P-3010 Bulb Vtnylw /Rgkl Base, 250HO 35 R3531 18 x 33? Saw.. ?sera/ twat Itok 31197 U18, 15119' Glr 1 1/s'i Q, PVC SCREEN CATCH - 6013 35 71 3342 seatl+seatar, 37 '° P-3752 713439 Cap Rug. tl2• Hbe HS Met Tru8eal •H PVC SCREEN SUPPORT 7B' 36 P-3439 Hal MI, TruSeaL'H' 2166 —• •l - 6014 ANCHOR CLIP, P -3780 FRAME IMPACT HOOK -1577 7/16' --I r- ALUM. 6063 -T6 (HS HEAD) I� -3/8• a P9352 S O . Mk, 35 O u r . , x W9• x r L8. 41 P4738 H S- 8280 GoldCar tLAoAFRCTab.sqmotABtt+E a2 P-3881 remoras( Lnt IpFTC/DM ALUMINUM 6063 -T6 ��I 43 P3813 DNS LbLOsgo) — 3' - --' SCREWSUPPORT -3113 -zens- 44 Mem Tared 43 Glam.smth 1/16' - t+-- - 318• t5n9• II 35 47 P4281 P3281 Spacer. D taSoaL Rxad Sai�cer.OuraS0a1, Sash 1 A UPDATED PER NEW tBC REt1UIREMENTS 07107/08 3/4• 11!78' Imo �.�• -i - : f �17!� ` . , .�'.' = rte �wuw.. a *er�aa t.....• ' -• 900 S.W. 44TH AVENUE y.. ed a r° y, . jjj OCAiA. FLORIDA 34474 48 P4218 Screen R'aea, HDrle. 17/2' • 1 -- 0 1/4 1 y,e�� I 4326 713216 Screen Tram. Vert, 83321 Screen Fran Caner Key FRAME IMPACT HOOK K� AL M. 6063- 6 tiiSS ) PLAN VIEW OF ANCHOR CLIP , at Paso, screen t Mr 1e z 19 Fhergiaxs s: P32zB Screen +56T3a atk 53 P-3029 Screen RA Tan r' ' EXTRUSIONS & BALM. - LARGE MISSILE IMPACT 54 P3033 Screen Spring, SS 1B - <. •:: r-6 . - !'� .- ..:FWC NORM RUDE -� •, 7/15/2008 j.,, f °n " 3s 8-1577 Frame Catch, Head. PVC. HS r PpaF9>6TIOIt Ja+0001a16711s WV 150E 7ATi0N 00NTANED N THW DRAWING THE SOU P� Wa�OWa181iMe.INC.ANY DUCTIONPI PARTORASA WartlerPEPM98oucis =Tots WPM= avaTE16, MoP 54 81458 Raid. S.B.R/8.S.f/ Vert. Screw SeppsrL WC ., :. v,. • x+1.3 82D0 CWS4 57 50 714113 FL F7_ n� 825514 a �, - . , -, ■.1, _ . , ,,, e•-, A - 5OF8 . , c, • -e -c- 7. :. f t.:L+i , • m 4'�: pt'• 1 1 Y's ' { CALUC BETWEEN BOOK AND OPENING BY OTHERS BY OTHERS CxNN RY DRYWALL BY OTHERS DRYWALL BY OTHERS CONCRETOAAASONRY BY OTHERS 1/4• MAX SHIM (SEE NOTE 2H3ON SHT. 2j CAULK UNDER SCREW HEAD BY INSTALLER ► • ►' • • • INSTALLATION ANCHOR. • 010 WOOD ANCHOR W! • WASHER THRU SCREW SUPPORT. CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR.311r DIA. MASONRY SCREW %NEOPRENE BACKED WASHER TI WASHER THRU SCREW SUPPORT. 1 114' DAM. E'MEDMEM) 2.11E (MR EDGE DINT.) 21!? MN. EDGE DIST.) A' Mt— 2BYWOWBUCK 8Y OTHERS DRYWALL BY OTHERS WINDOW FRAM JAMB 1 BY WOOD BUCK BY OTHERS EXTERIOR NISH BYOT ERSFl H PERIMETER CAULK BY INSTALLER (MIN. EMBEDMENT) U4• MAX SHIM (SEE NOTE 2 & 30N SHT. 2) PERIMETER CAUUC BY INSTALLER EXTERIOR FINISH BY OTHERS ©ITN SECTION FRAM (MASONRY) WINDOW JAMB FRAME WINDOW FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. MW DIA. MASONRY SCREW %NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR. VW W DIA. MASONRY SCREW %/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME 88L PERIMETER CAULK BV INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH © HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW aINEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER CAULK BETWEEN BUCK AND OPENING BY OTHERS 1!4' MAX SHIM (SEE NOTE 2 A 3 ON SHT. 2) EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 116' M MAX MAXSH 1—• (SEE NOTE 283ON SHT. 2) BY OTHE• RS 0104: CliaWagri 0 • •j►.• • •• P� •►a ►PO.r'••• P•.. • .r.• •• r.b• •••••P •_ • • • P to.... •P• •P • • SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS CONCRETFJMASONRY BY OTHERS 21At' (MW. EDGE DIST.) //7'p�� VERTICAL SECTION `7f FRAME (MASONRY) NAN. EAASEDMENT) t `1, *t I, • ► :• • .• AA •► 1!4 D. �. ,ate •► p. 4 p p B p p p D (MM. ENREO ENT) S'�•p.t •as► p.•. .• ' •• ' • CONCRETE/MASON RY (MIN. EDGE DIST.) BY OTHERS ALTERNATE PRECAST SILL DETAIL ® FRAME (MASONRY) INSTALLATION THRU FRAME DETAIL - LARGE MISSLE IMPACT ° iWNNT: BAT IE: 7/15/2008 NTS Ytls� CWS -157 v.1.1.1 out A 1: MONETARY ANOCOKHO ULL M . • - .PVC MOM. SURE L7A 1HE L SEMOEOMAS NT 4LRONCONTAOEONTHIS OMW►A IS THE 60LEP AOIDON SYSTBAS. INC. ANY REPRODUCTION N PMT OR AS AWHOLE FL P.t.•NO. 62514 1 �� . . WIORFN PERW3NONOF CUSTOM &MC./ SYSTEM& INCAS a •w 7 OF 8 SHEATHING BY OTHERS EXTERIOR FINISH SY OTHERS CAULK BEHIND RN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER DAUM BY INSTALLER 1111 MX EMBEDMENT) INSTALLATION ANCHOR, IIIIIIM*88W0*30y8CREW :EIcaHERsYWOODBUCK WINDOW FRAME HEAD 1 114* MAX SHIM (SF-E NOTE 2 I 3 ON SHT, 2) CL2N VERTICAL SECTION FIN (WOOD) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. fa WOOD SCREW ..-1/4" MAX SHIM (SEE NOTE 2 a 3 ON SHT. 2) LICE (MIN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR KNISH BY OTHERS CAULK BEHIND FIN BY INSTALLER MIT- '• 2e ..M116 WINDOW WRAP BY INSTALLER WINDOW FRAME JAM PERIMETM CAULK BY INSTALLER (i() HORIZONTAL SECTION k. RI FI NOOD) A UPDATED PER NEW FRC REQUIREMENTS 107/07/38 MEMO S.W. 44TH AVENUE , FLORIDA 34474 • ..ey • T PRONEETART AND 0011WIDENTLIU. !HE INFoRTERTION n2IlAINE0 E4flI ERRINiNo s TIE SOLE PROPERTY Ole wITIDOw SYSTEMS. INC. ANY REPRODUCITION DI PART OR AS A WHOLE WRITTEN PEREESSIONOR cUSTOIT WINDOW SYSTEMS. INC.15 PROHIBITED- , • FL. P.E.110. 6g5t4 ■ • ALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT PVC HORIZ. SUDE Y4N HY: BAT Ft: 7/15/2008 2cALE ' NTS Ha. CWS-1S/ reJt A - 80F8 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Engineering Evaluation Report Report No.: 510486A Manufacturer. Custom Window Systems 1000 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for c ornpliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. • Supporting Technical Documentation: 1. Approval document drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 167.5 psf design pressure, 7.75 psf water infiltration TAS 203-94 Cyclic Pressure Loading 160.0 psf design pressure • b) Report No.: NCTL 210 - 3167 -1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888 -02 and ASTM E1998 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wnd Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 160.0 psf design pressure AAMA/NWWDA 101/I.S.2 -97 Design Pressure: 160 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 160 psf • Maximum unit size: 74° x 54- • Maximum D.L.O.: 33 3116° x 4913/16° • Units must be glazed with 3/4" IGU consisting of outboard lite 1/8° Ann — Air -5/16° laminated inboard Fite consisting of: 1/8" Ann -- .090° Dupont Butacite PVB interlayer -1/8° Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed In accordance with approval document, CWS -157 Revision A. Certification of independence: Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't bavp or will acquire a financal interest in any other entity involved in the approval process of the listed product(sje 4 t' • `1:. < 1 of 1 , Luis R. Lomas. P.E. FL No.: 82514 07/152008 Florida Building Code Online s e Busines Professib Regulation BCS Home Log In User Registration !$e use SSde+nIy. Rcrs Ia e' ;ly Product Approval USER: Public User http://www.floridabuilding.org/pr/pr_app_lstaspx Hot Topics t Submit Surcharge Stets & Fads E Publications FBC Staff BCIS Site Map Links Search I product Approval Menu > Product or Ae tmn Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2007 ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 12248.1 ALL ALL ALL ALL ALL ALL ALL Litt Tvoe Manufacturer Validated By Sta s FL12248 New Custom Window Systems Inc. FL #: FL12248.1 Steven M. Urich, PE Approved Model: HS -8200 Vinyl Horizontal Slider (717) 932 -8500 Description: HS -8200 Vinyl Horizontal Slider (Impact)'73" x 62 ", XO or OX. // Category: Windows Subcategory: Horizontal Slider -/ Approved by DBPR. Approvals by DBPR shag be reviewed and ratified by the POC and /or the Commtssbn If necessary. Contact Us •• \.,l 11•u. =1er- is .' 2 The State o . - • • EEO- employer Coovrinht 2007 -2010 State of Fbrda :: Privacy Statement :: Accessibility Statement :: Refu:d Statement Under Fbrida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.ftus. Product Approval Accepts: 1 of I 1/31/2012 6:05 PM Florida Building Code Online Florida Depati1t1e1t'�? Business" Professi Regulation http://www.floridabuilding.orWpr/pr_app_dd.aspx?param=wGEVX... BCUS Home Log In User Registration Hot Topics Submit Surcharge ! Stets & Facts ; Publications FBC Staff MS Ste Map Links Search U -else e "deal: R:Rrla:.. id ly Product Approval -USER: Public User Product Approval Menu > Product or A.oc catbn Search FL # Application Type Code Version Application Status Comments Archived FL12248 New 2007 Approved Product Manufacturer --Custom Window Systems Inc. Address /Phone /Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Cu t Window Systems, Inc. Ocala, 4474 (352) 368 x\22 Ext 208 @ cws.cc Category Windows Subcategory Horizontal Slid; r Compliance Method alua Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12248 RO COI EvaiReport- HS8200- 73x62imoact- DP75.odf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By 1 of2 1/31/2012 6:06 PM Florida Building Code Online hftp://www.floridabuilding.org/pr/pr_app_dtaspx?param--wGEVX... Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/04/2009 03/04/2009 03/11/2009 04/07/2009 - 4 FL'# Model, Number or Name IDescriptIon 12248.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 Impact. Installation Instructions FL12248 RO II CWS -399 (HS -8200 Impact 73x62 751)P).odf FL12248 RO II DuPont SGP NOA 07- 1116- 04.odf FL12248 RO II Mikron NOA 06 -1220 01.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReoort-HS8200-73x62lm0act- DP75.odf Created by Independent Third Party: Yes ICI Contact Ug ::1940 North Monroe Street. Tafahassee FL 32399 The State of Fbrida is an AA/EEO employer. Coovrioht 2007 -2010 State of Fbrba, :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor state fLus. Product Approval Accepts: ct curtly �sr c s Trusted T. .. R. Taunted d — wewrrw, 2 of 2 1/31/2012 6:06 PM x•_ Z A M E' OVERALL (UNIT HEIGHT Ii/8' GLASS DLO _1 ,1 I,I TH BUM ~MAX. SASH WIDTH MIME 58 9/18' MAX DLO HEIGHT ■ TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.--......1 ANCHOR SCHEDULE AND NOTES...._...... -.2 DESIGN P�BURES & ES GLAZING.. _ 4 EXTRUSIONS & BILL OF MATERIALS. ..5 INSTALLATION DETAILS ..8 4`n 32.7111f MAX GLASS DLO ant= MAX GI.ASS DLO "OX" & "XO" MAX. SIZE PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: OX". 'XO 4. DESIGN PRESSURE RATING: (SEE TABLES -MEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 6. REFERENCE TEST REPORTS: NCTL- 210. 3589.1, NCTL- 21043569.1A 8. SERES / MODEL DESIGNATION HS -8200. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AM) FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR TINE FOLLOWING: X- OPERABLE SASH, O- FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3/5/01 PROPImTARYARDCONRDENTAL THE NFORMATIO N CONTAINED N THIS DRAWING W THE SOLE PROPERTY OF CUSTOM WINDOW SYMMS. INC. OF CUSTOM WINDOW SYSTBMB W PR ED. LUCAS A. TURNER, FL. P.E. NO. 58201 e WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 " LE:GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES: sox) 7RAWN BY: AA 7E: 11/5/2008 i 1"Eu HORIZ. SLIDER SCALE' NTS °' NO. CWS-399 WV. LETh'ER: _ EET• I OF 6 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 111r IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18• DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112• SHALL BE ACHIEVED. S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 - ; •- = D BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL. OR COATNG. DISSIMILAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C•90, GRADE N, TYPE I (OR GREATER). INSTALLATION ANCHORS TYP. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 3 m PROPMETARYANOCONIRL NTIAL TIE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM .IV PE OF WINDOW SYSTEMS, INC. IS PR WHOLE THE `�,v.• �.� f WINDOW SYSTEMS ; No 58201 P i 1900 SW 44TH AVE. .r * t E OCALA, FLORIDA 34474 r9O S• STATE OP i 4/T VAN. •e• O R� ;?P ?�O ••••" ON „x :s ANCHOR SC}4F1) x E & NQ jES LARGE IMPACT J Af8§ 8 SAWNEY: 11/32008 AA MODEL: HORIZ. SLIDER Ste` NTS Na. NO.: CWS -399 IRV LETTER: _ ` 2OF8 HEIGHT (M 243/4 WDTH(N) GLASS TYPE A 271/2 A 291/2 A 17 7/8 291/2 31 1/2 351/2 391/2 41 1/2 431/2 49 51 1/2 531/2 551/2 581/2 +60/ -75 +60/-75 +60 /-75 +80/ -75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 +601-75 +60 /-75 +80-75 +60 /-75 +80 /-75 +60-75 +60/-75 +601-75 +60/ -75 +80/-75 +60-75 +60/ -75 +60/-75 +60/-75 +60/-75 460 /-75 +60/-75 +60/ -75 +601-75 +60/-75 +60/ -75 +60 /-75 +60/ -75 +60-75 +60 /-75 +60/-75 31 1/2 A +60/-75 +60/ -75 +60 /-75 +60/-75 +60/-75 +60/-75 +60/ -75 +60/ -75 +60/-75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 351 /2 A +60-75 +60-75 +601-75 +60/ -75 +601 -75 +601 -75 +60-75 +601-75 460/-75 +60/ -75 +60/ -75 +60 /-75 +60/-75 391/2 A +60/-75 41 1/2 A 431/2 A 471/2 A +60/ -75 +60/ -75 +60/-75 +60 /-75 +60/ -75 +60/-75 +60/ -75 +60/-75 +60-75 460 /-75 +60 /-75 +60/ -75 +601-75 +60/-75 +60 /-75 +60/ -75 +60 /-75 +80 /-75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60/ -75 +60/-75 +601-75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60/-75. +60 /-75 +601-75 +60/ -75 +60/ -75 +80/ -75 +60/-75 +80/-75 +60/-75 +80/ -75 +80 /-75 51 1/2 A 541/4 A • +60 /-75 460/ -75 +601 -75 +60/-75 +80 /-75 +60/-75 +60/ -75 +60/-75 +60/-75 +60/ -75 +60/-75 +60/-75 +60/-75 +60 /-75 +60 /-75 +601-75 +60 /-75 +60/ -75 +60/-75 +60/-75 +60/-75 +60/ -75 +601-75 +60/ -75 +60/-75 +60/-75 +60/-75 460/-75 +60-75 +60/-75 +60-75 +60/-75 +60/-75 +80-75 +60/-75 A +60/ -75 +60/ -75 +801-75 +60/ -75 +60/-75 +60/ -75 +60 /-75 +60/-75 +60/ -75 +60 /-75 +60/ -75 VT OVERALL INSULATED GLASS 3118' ANNEALED GLASS 114' AIR SPACE 7118' LAMINATED 3118• ANNEALED GLASS .090 SENTRY GLAS PLUS 3118' ANNEALED GLASS SIKAFLEX 82208 HOTMELTTRUSEAL'N• 1/T GLASS BITE SURMA +60 /-75 +60/- 75+60/ LUCAS A. TURNER, FL P.E NO. NOTE: 1. IF SITE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE �% ANUR..... To 3/3/01 I:71 No 53201 :.94 * i'4 f. a i ,9:'...0 o1."4.r• ir,SS+O. p'.fc �• PROPRIETARY AND 0 1ML TIE: NFORMATICN CONTAINED N THIS DRAWING N THE 801E PROPERTY OF CUSTOM MANDOW SYSTEMS. INC. ANY CIA N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSCN OFCUSTOMNNOOW SYSTEMS. 1E0.18 PROHISI-ED. WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 DP CHARTS / GAZING DETAIL - LARGE MISSILE IMPACT SERIES: 8200 'BRAWN EY: AA '/ATE: 11/6/2008 .IODEt: HORIZ. SLIDER SCALE: NTS "uva No.: CWS399 .LETTER: SHEET: 3 OF AL ECTION NDTESH SOWBBASHCUTAWAY TE: ITEMS 22, 27, 29, 3 , 53, AND 54 ARE USED WN FOR CLARITY. ®TYPICAL HORIZONT • SECTION NOTE: LEFT SNOWS FIXED LITE WT AWAY. NONT SHOWS SASH CUT AWAY ( TYPI VERTICAL SECTION .444J/ NOTEE:1S710<YSRXEDLRECUTAWAY LUCAS A. TURNER, FL. P.E. NO. 58201 �µuIUUerq �9,��•�pE�•lys•TG,p�i� WE-.. Or �. 4`•'. �%�� WIPIDOYJ SYSTEMS e, 41,42, 43, C v t No 58201 , A r< 1900 SW 44TH AVE. BUT NOT { * L * * S OCALA, FLORIDA 34474 �� Cl 1 I.0= tam Ili"' SECTION VIEWS - LARGE MISSILE IMPACT S ,'� . STATE OF •• wS JERIEB: 92Q0 "MIAMI EY: AA GATE PROPREETARYANDSINIREENTAL MITTEN THE INFORMATION CONTAINED DRAW/NO PRCPER,Yocuwrom � o RN;?' Gam? � HODEL: HOAR. SLIDER SCALE NT3 PERMISSION OP TOM WINDOW aSYBT S9. sPR WHOLE i��E3000ry%%%%%%%%% r, 11/8/2008 DWq NO.: CWS -399 EV. LETtEFt HEET: 4 OF 6 1 146031 tth! ,SH,w W0, bra „I «x.a� 2 3118" 1118" 1/1r 2 11/1 r 15/W 1 518" 4441MIlidi PVC FRAME FLANGE -8031 311 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 CORE=R WELD (ALL SIDES) 11W 1118" PVC SASH BTM. RAIL -6028 13 #x SW Ph PHTEC 11111E011Irvl-"s 11=131 HEAVY DUTY MEETING RAIL -1881 ALUMINUM 6063 -T6 4 8" I FRAME IMPACT HOOK -1577 ALUMINUM 6083 -T6 3,4 tent C 1118" REINF. SASH RAIL -1699 ALUMINUM 6083 -T6 031W 3118" REINF. S.B.RJS.S.R. -1498 ALUMINUM 6063 -T8 1/18" i REINF. SASH MTG. RAIL -1497 ALUMINUM 6063 -T8 PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 8014 114" r Mr PVC GLAZEBEAD -6084 PROPRIETARY AND OCNCISITIAL t1E SNFORMATCN COMM IN Ties DRAMS IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, INC. ANY REPRoeUCTION IN PASTOR AS A WHOLE WITHOUT THE WRITTEN P ERMISSI NOFCUSTOMWINDOW SYSTEMS, INC. IS FEcessrED. 1112"I -- 3114" SCREW SUPPORT -3113 LUCAS A. TURNER, FL. P.E. NO. 58201 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1 114" 318' RLLER TRK 1678 e' ALUMINUM 6063 -T6 `tpp$0RE W xrff•• r No 53201 ';9 ii SAO' �. STATE OF 44p ttttttttt WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: EXTRUSIONS / BALM.- WOE MISSILE IMPACT hERIES: 8200 '1'♦ROnN IPr AAJ "]ATE: 11/8/2008 HORIZ. SLIDER SCALE: NTS 6wO' NN434 CWS -399 REV. LETTER: MEET: eOFB MODEL: • • EXTERIOR FINISH BY OTHERS BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • • •• • P• A• • A• •A • P• • A• ►• CAULK BETWEEN BUCK AND OPEN NO BY OTHERS CONCRETEMASONRY BY O 1 BY WOOD BUCK DRYWALL BY BY OTHERS OTHERS 1.432' r 114• MAX SHIM s i' (SEE NOTE 2 & 3 ON SHT. 2) r • 4 •4 CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3118° DIA. MASONRY SCREW w /NEOPRENE BACKED WASHER T RU SCREW SUPPORT. PERIMETER CAULK BY INSTALLER LI•'.,� 1i4L '':i 34: SCREW BACKED WASHER SUPPORT. WINDOW FRAME SILL B BYINS'1ALLERR DIA. RENE REW I 1 EXIERIORFINISH `; .'.= =I Er. trL BY OTHERS IPIrVii ur {"�ll IIIf. N• • • • •R�A•P• •• . • •> • • • � A• s. A•. r • P• O►• ► '•Aq. b. • •A A• s.• . A• A... •,►• • DRYWALL BY OTHERS BY WOOD BUCK OTHERS 1/4• MAX SHIM (SEE NOTE 2 &3ONSHT.2) SSCCRREEW HIDE BY INSTALLER INSTALLATION ANCHOR, 3/t8• DIA MASONRY SCREW w/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114 MAX TE2 &3ONSHT.2) • - ° • 7 ° `.► • ►a. r-/ C NRY BY OTHERS LUCAS A. TURNER, FL P.E NO. 643201 1/4- MAX SHIM (SEE NOTE 2 &3ON6147.2) CAULK UNDER SCREW HEAD BY INSTALLER 1 (MIN. EMBEDMENT) • ▪ S �~. K • ••. ••4•• • DRYWALL BY s• n OTHERS • INSTALLATION ANCHOR, • 11 WOOD mow/ .. WASHER 1HRU SCREW 0• • 2 BY WOOD BUCK BY OTHERS • s 4 •4.4 •4• •4.4 •4.4 WINDOW FRAME JAMB WINDOW FRAME JAMS EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY INSTALLER HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK yCA BY INSTALLER IJLIC g�yy� CC t EXTERIOR FINISH AND OPENING BY OTHERS BY OTHERS MIHORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w/1NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER Fire MAX SHIM (SEE NOTE 2& 3 ON SHT.2) �a•► ►p p.e e • ° SILL STOOL BY OTHERS BY OTHERS ®VERTICAL SECTION FRAME (MASONRY) USE SOUD WOOD SUPPORTTO MAKE SILL LEVEL, BY OTHERS a ° r, p p P • • T ST L DETAIL FRAME (MASONRY) +`��iDlU.8, j.vAr `v J Na 88201 • P 3/3ia tS & C :�►•. STATE OF �'�41`. r. +per �'�.< O � •` ?rte tt4sfNNA ",1,,, PROPIiDWY AND OONREEIRA. THE INFORMATION CONTAINED N TH8 DRAWING IS THE SOLE PROPERTY OF CUSTOM VAN DOW SYSTEMS INC. AN/REPROSUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WO. IS PRO IECED. L. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Pte: INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT SERIES: 8200 711MYN BY: AAJ 74TE: 11/6/2Q08 mDEL: SCALE: iWa No.: HORIZ. SLIDER NTS CWS -388 REV LETTER: 'SHEET: a OF 8 Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 Evaluation Report March 4, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73 "x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +601-75 PSF Manufacturer. Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL- 210 - 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL -210- 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440 -05 b. Testing Performed: ASTM E1886 -02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60 /-75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. 2.Z 3/9/� Lucas A. Turner, P.E. FL PE #58201