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WS-14-1802Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218074 Permit Number: WS -8-14-1802 Scheduled Inspection Date: December 04, 2014 Inspector: Rodriguez, Jorge Owner: MATEO, RAYMOND AND DAMARIS Job Address: 900 NE 100 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: AMERICAN STORM PROTECTION isunaing Department comments REPLACING 47 IMPACT WINDOWS, 6 IMPACT DOORS AND 2 GARAGE DOORS. Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1132060340220 Phone: (305)264-0446 December 03, 2014 For Inspections please call: (305)762-4949 Page 7 of 46 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 03, 2014 For Inspections please call: (305)762-4949 Page 7 of 46 4 _ r MA -r -Eo 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING AUG :: FBC 20114 Permit Nod j IS 11 q®18® 2 - Master Permit No. ROOFING JOB ADDRESS: 117.00 City: Miami Shores County: Miami Dade Zip: 33128 Folio/Parcel#: 11-32-0(6-034-02-7-C Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): DA M A i2 I S MAT50Phone#: 3 Address: 900 N- 100 Sfrecf' City:MIAMI state: VOXiDA zip: 33/3.8 Tenantaxssee Name: Phone#: Email: CONTRACTOR: Company Name: C (R o GAN rove Fr-6Tr Cfi� 0M 3 ®r) S-1 � -c, Address: ' l) $d ( U. W 1 1� S+ReLV— #1o3 City: mjam� State: fIORA Zip: 331'}2 Qualifier Name O/U 82J KOMQUe,2, Phone#• Z/Atq4 -11 01 State Certification or Registration #: C GC 1 3 X-7-1+ Certificate of Competency #.- Contact : Contact Phone#: ('3 0 ra Lf 0 Email Address:6AQVhg4 & ACf Lu14flouL5 , COM DESIGNER: Architect/Engineer. Phone#: Value of Work for this permit: $ 54,,x 14. 2-Square/Linear Footage of Work: Color thru tile: Submittal Fee $_; Permit Fee $ ��® CCF $ CO/CC $ Scanning Fee $ , Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 9102-9 ° C) ki Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 beapproved and a reinspection fee will be charged. Signature Owner or Agent T� The foregoing instrument was acknowledged before me this ? day of , 20 Iq by -7)aMAR15 MA&o , who is person y known to me or who has produced 14 -C-64;S e; As identification and who did take an oath. NOTARY PUBLIC: �OtPRY P Bpi o RIGOBERTO JESUS CUESTA My Si f N� P* EX COMMISSION # EE 051340 4F FloIRES,Anmn� LsOnded Thru BudgetNotary Sery ces Print: X1 �0� CAI A4 My Commission Expires: APPROVED BY Signature ,d,&" Contractor 14, The foregoing instrument was acknowledged before mee� this of day of Sud , 20 L1, by Smita�EiQnl KZ yr/aL who is personally known to me Or or who has produced as identification and who did take an oath. zC) � Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/(P7)(Revised 06/1012009)(Revised 3/15/09) NOTARY PUBLIC: RIGOBERTO JESUS CUESTA MY COMMISSION # EE 051340 P EXPIRES: April 27, 2015 Sign: Bonded Thor Budgg Notarys s Print: My Commission Expires: Zoning Clerk • •• •• • • • •• •• RIGHT ELEVATION I, OD v 1-------� I o o o I I I I I CA Miami Shores Village w 1 i APPROVED R� DATE N 1 ZONING DEPT �1 i BLDG DEPT I� SUBJECT TO COMPLIANCE WITH ALL FEDERAL I I H STATE AND COUNTY RULES AND REGULATIONS cn Oi I y 451 N I -4 I .. O -- ------------ 00 D N to Pig � LEFT ELEVATION t,� g -LY • • • • • • • • 1)AV1Rrp:MATEO 800 NE 100th Street Mmi Shores, Fl. 331M GASP U,A�I N [�QWof &DOORS 10101 KW.14 Street #103 Maft. Fl. 33172 OfAcPx3ars470-M- tmag:wgneWrg@apMndm.com • • • • • •rwtiwaspPairrolawscorrP SM5014 4:80:04 PM • • • 000 • • • • •• •• • • • •• •• • •• •• • • . •• .• � IGHT ELEVATION i 10 I I � I I � I I I I I I -I I I � � I L — — — — — rg� $ I �0 W CO3 I (JI m n N � m �q LEFT ELEVATION (71 X3'1 i N •• •.• 0 t&6 • p�ITEO 900 NE 100th Street Mlaml Shores, Fl. 33138 n �%f{ r�m�( S ti AFP W..I N DQW; &DOORS 10801 N.W.14 Street #103 MaM, F9.33172 as 0flce:30W0.9M - Feil:engineWng@npMnd=s.com • • • • . •wispy Uda m.c0m 5M 52014 4:50:47 PAA • • . • • • • . • • •• •• • • . •• .• Roof Peak n 24'-0" FRONT' ELEVATION •••••• 2Dt 3116" =1'-0' • • • • • ASP WINDOWS & DOORSN DAMARIS MATED 10801 KW.14 Shot #103 Mand, R. 33172 900 NE 100th Street. Miami Shores, Fl. 33138 06ice 4M470-9369-Ertail:er� ndmccm aspd .ccrn Elevation 201 Dde 8l2t< DMM by pwma Dept Checked by JRY I Seale 3He'-P r Roof Peak 4 - O' rrvir... 1 BACK ELEVATION 202 3/15 = Nr ASP WINDOWS & DOORS"e` °"c1""°° Date DAMARIS MATEO 10601 NAM Street. #103 Mad, R. 33172 900 NE 100th Street. Haml Shores, Fl. 33138 Office:305470-9369- Erdal.,en&merirg@a9pWndN&wrn • •d• Ole ••h• Elevation 42 43 44 47 48 49 50 Date 8fl?12M4 Drawn by Pe— Dept Checked by JRY I Seale 3M 6"= 14' Ll OU 11 12 13(1-7)1x- 18 El V 1 BACK ELEVATION 202 3/15 = Nr ASP WINDOWS & DOORS"e` °"c1""°° Date DAMARIS MATEO 10601 NAM Street. #103 Mad, R. 33172 900 NE 100th Street. Haml Shores, Fl. 33138 Office:305470-9369- Erdal.,en&merirg@a9pWndN&wrn • •d• Ole ••h• Elevation Prqed 202 Date 8fl?12M4 Drawn by Pe— Dept Checked by JRY I Seale 3M 6"= 14' Ll Roof Peak 24 - 0" 1 NGKr ELEVATION 203 T16' =1'-0" ASP WINDOWS & DOORSN•. D— Data DAMARIS MATEO 10801 KW. 14 Strep. #103 Mad, H. 33172 900 NE 100th Sues. fAami Sham. FL 33138 office305470-SM- ERe0:e vkwff rg indDv&can w magmndowcan Elevation 203 Dace Dmm by PHt471T �EFf Checked by MY Scale 3H a' - 9 W • • s • •••••• •• • • • • i • f • • • 9 • Elevation 203 Dace Dmm by PHt471T �EFf Checked by MY Scale 3H a' - 9 W Roof Peak & 24-0' 23 25 1°-0' •• ••• 20 21 • 14 15 16 +0000. 0000.. 0000 0000 0000.. Leven 0000 0000.. 1 LEFT ELEVATION • • m4 WIT =114r 0 ••• •• • ASP WINDOWS & DOORS"a ue•e Dana DAMARIS MATEO 10601 KW.14 Since. #103 MaTd, H. 33172 900 NE 100th Street. Miami Shores, FL 33138 Oft -3054749369- Emafl:engirn w#q@as Mndmcan wwwapundo scom 0000 204 we anzrzoaa Dnawnby PEMM6T DEPT CheckMdby JRY Smote 3H6" -V r 0000 0000 0000 0000.. + • • be • 0000•• • • s sees • • Elevation 204 we anzrzoaa Dnawnby PEMM6T DEPT CheckMdby JRY Smote 3H6" -V r Permit Schedule 125 Product I Desi 1 DP 1 Frame I Fume I Gass and Type Approval Pressure Required Color Type Type 2 CUNS 8100 SingleHung_impad FL5823.1_(37x63 max) +67.5-75dp: 26117 x 54114' FL5823.1 +67.51-75.0 3 QA1S4 P V 8300(+.50rtmx 48x72) FL93010.4: 521/2" x 54° 114 FL13010.4 +561.55 4 C M 8100SingbHung_lmpad FL5823.1 (37x63 max) +87.5-75dp. 261!2" x 54114° FL5823.1 +67.5/-75.0 5 CVV4_8750 Prestige Sw V Double Door. 60'x acr FL14850.1 +70f-70 5A CANS 8759 Prestige Bide LIte:18" x 80" FL14850.1 +701-70 5B CM 875D Prestl9eSide I le: 18 x 8(" FL14850.1 +70170 6 CWS 89 StrgleHurrg_impad FL5823.1_{5&76 max) +-67.5: 48" x 44" FL5=A +67.51-67.5 7 CANS 8100 SingleHung_Impac FL5823.1_(37x63 max) +67.5-75dp: 26117 x 54114" FL5823.1 +67.51.75.0 8 51tC81 bd�SQeHung_Impac FL5823.1_(37x63 rrmx)+67.5-75dp: 26 1 r2" x 54114" FL5823.1 +67.51-75.0 9 Amarr_1000-2000 Edifion_1312+47.5-52.0_12-0228.06: 8' x T 12-0228.06 +47.51.52 10 Amarc 1000-2000 Edition_DP +47.5.52.0_12-0228.06: 8 x T 12-0228.06 +47.51.52 91 Masonitee6 8 Fiberglass Opaque8ingie Door x 80° 6- Farrel FL43:i4.1 +70.Of-70.0 12 CUPS 8100 SingleHung_lmpact FL5823.1 (53)c76 n o +-67.5: 38" x 4012" FL5823.1 +67.5✓ -67.5 13 CM 8100 SMgW mg_lmpac FL5823.1_(37x63 mmo_+67.5-75dp, 37x44 FL5=1 +67.51-75.0 14 CUUS 8750Presti9eSwhg Double Door: 80' x 8(" FL14850.1 +70/-70 15 C31US 8750Prest}g® Swarg Double Door. 60" x 8(r FL14850.1 +701-70 16 CA 8750PresVgq_Swing Double Door. 6U x 80" FL14850.1 +7Qf-70 17 CUA 870OLPrestige Awing Sir4e Door 31.5x79.75° 1-14850.1 +7070 18 CWS 8100SirgleHung_Impact FL5823.1_(37x63 max) +67.5-75dix 2611-" x 54 V4" FL 5813.1 +67.5✓ -75.0 19 CWS 8100 SingleHung_lmpac(_FL5823.1_(37x63 max)+67.5.75dp: 37" x 56' FL58M 1 +67.51-75.0 20 CWS8100Se&Fkmg_lmpacLFL5=.1_(37x63 max)_:W.5-75dp:26117 x 45" FL5823.1 +67.5- 75.0 21 CWS 8100SingbHung_ImpaciLFL5823.1_(37x63 max)+67 5 75r: 2612 "x45" 1-5.1 823 +97.5f-75 0 22 C VUS 810OSbVbHung_impac FL5823.1_(37x63 max) +67.575dp: 2S1/Y x 59" FL5823.1 +67.51-75.0 23 C PW_8300(+55 max 4Sx72)FL13D10.4.26 1/2" x 17 FL13D10.4 +56-55 24 MAIS_8100_Sin&Hung_Impad FL5823.1_07x63 max)+67.5-750P: 2612' x 5!r IFL5=.1 +67.51-75.0 25 ICWS PW 8300 (+55 max 48x72) FL13D10.4: 2612" x 12" 171-13010.4 +551-55 ASP WINDOWS & DOORS"a os - Data DAII�ARIS MATEO 10801 KK 14 Strep. #103 MOM. Fl. 33172 900 NE 1001h Street. Miami Shores. FL 33138 Office 305 -470 -SM - Et►rW:e gneeri can WMNe paerxbss.oan Commerds 02,3&4 jobved by (1) Vertical MuMmr - FL9,520.1-+/-80 DP •••• 300 Date enaim�a on • •• • • • • • •••••• •f •04044 #2D&21 join Nby j1) Vertical Mullbar (1)C3) • • - FL.9520.1&+1-80 DP • • • • • • #22&23 jo Mullbar (1X3) : • - FL9520.1- • • • • #24&25 joYM bgt1) Hor¢orrd�Rluf>bar (1)(3)• • - FL 9520.1& M804)P • • • • • • • • • • • • f •• • •••• • • •••• Permit Schedule 300 Date enaim�a o,•wn by rna DW ChmkW by Jar see • Permit Schedule 26-55 Product Design I DP I Frame I Franco Glass Itbric Family ar►d Type AWrolral Pressure ftWbW Color Type Type Commends 26 MA14 8100 skgeHung_Impact FL5823.1 (37x63 rrax) +67.5-75dp: 37' x 59' FL5823.1 +67N-75.0 Vinyl 5/16(A) hbrk #28827 okd ter (1) Horizonal Muflbar (1X3) 27 CUkS PUH 83D0(+S5 mw( 48x72) FL13010.4. 37" x 12" FL13010A +55!-95 Vinyl SM S(A). NOA - FI 9520.1 - +/-aO DP 28 CUPS 8100 Sln&Hung_ImpactFL5823.1 (37x63 rrmx) +67.5-75dp. 37" x 59" FL5823.1 +67.51-75.0 Vinyl 5116(A) lark #28829 joined by (1) Horizarml MOW (1X3) 29 CMJPIIFI 8300 (+ 56 max 48x72) FL13010.4: 37- x IT FL13010.4 +55J-55 VSA 5J16(A). NOA - FL9520.1 - +/-80 1312 30 CWS 8100 SinginH-GLtmpact FL58L3.1 07x63 rrmx) +67.5.75dp: 37"x 59' FL5823.1 +67.51-75.0 Vhryl 5/16 (A) Mark #30&31 joined by (1) Horizorml Mullbar (1X3) 31 CXVS PUH830O_(+-56 rrmx 4&72)_FL13010.4: 37' x 12' FL13010.4 +55f-55 Vinyl S M(A). NOA - FL9520.1 -+/-813 DP 32 C 8100 SHung_Impactt15823.1 (37x63 rrmx) +67.5 75dp: 37° x 47" FL5823.1 +67.51--75.0 Vinyl 5/18 (A) 33 CWS 8100 SingleHtmq_lmpact FL5823.1 (37x63 nmx) +67.5-75dp: 37" x 45' FL5823.1 +67.5/-75.0 Vinyl 5/16 (A) 34 QAII� 8100Smg eHung_Impect FL5m3.1 (37x63 max).:F67.5-75dp: 37"x 45' FL5823.1 +67.51-75.0 VUryl 5J16 (A) 35 CM 810OSingieHung_Imp=LFL.5823.1 (37x63 max)+67.5.75dp: 261;7 x 45- FL5823.1 +67.5175.0 Vinyl 5J16 (A) 36 CUU.S 8100SIngleHurriLimpact F -L5823.1 (37x63 +67.5 75dp: 25 I /7x45 F1 823.1 +67.5/-75.0 Vinyl 5J16 (A) 37 CUUS 8400 Casenmr X_37X63max (+-60DF): 37' x 45" FL6890.1 +W160 Vinyl 7/16A 38 CM -PW 8300 Circle: 27-1/4' Cirde FL13D10.1 +75.0/-75.0 VINYL 39 CUUS 8100SkQk* urx,Llmpad FL5823.1 (53x76 rrmx)_+-67.5:48'x55' FL5823.1 +67.51-67.5 Vinyl 5/18(A) 40 CUitS PW 8300 :27 -IM Cade FL13010.1 +75.01-75.0 VINYL 41 C 8100 SirtgleHurrg_ImpactFL5823.1_(53x76 nmx) +-67.5:48"x55 FL5823.1 +67.51-67.5 Vinyl 5(16 (A) • • 42 CVM 8100SIngleHung_ImpacLFL5823.1(37x63 max)+67.5-75dp: 37" x 55 FL5823.1 +67.51-75.0 Vinyl SM 6 (A) • • 0000 • 43 CWS 8100SingtaHurtg_Impact FL5623.1 (37x63 nm4)+67.5-75dp: 26112'x 45" FL5823.1 +67.51-75.0 Vinyl 5J16 (A) • • • • • • 44 CVfS 8100 Sb4eHung_lmpad FL5823.1t37x63 max) +67.5-75dp: 37' x 55' FL5823.1 +67.51-75.0 Vinyl 5J16 (A) 998096 • • • 45 CM 8100SingleHurg impact FL5823.1 (53x76 max)+47.5: 48" x 55 FL5823.1 +67.51-67.5 Vinyl 516 (A) • • • • • • • 46 CWS 8100Slr&Hur_irrpact FL5823.1_(37x63 rnw0 +67.5-75dp: 261/2' x 38 3/8' FL5823.1 +67.5J-75.0 Vinyl 5J16 (A) 0000 • • 47 (3M5 8100 SIn0eHunq_ 1rnpact FL5823.1 (37x63 minx) +67.5-75�: 261 /Y x 45 FL5823.1 +67.5f-75.0 Vinyl 516 (A) • • o """ 48 CVYS8100Sk4e k nq_InVact FL5823.1(37x63 max) +67.5.75dp: 261!2' x 45 FL5823.1 +67.5J-75.0 Vinyl 5J16 (A) 49 CUUS 8100SingleHung_Inpact FL5823.1(37kW minx) +67.5-75dp: 37" x 55' FL5823.1 +67.51-75.0 Vinyl 5(16 (A) Mark #498M joined by 9 Vertical AAWbw 1K3) 50 C2NS_8100SmgbHurg-inwctFL5823.7 (37x63 rrmx) +67.5-75dp: 37"x 55' FLS MA +67.51-75.0 Vinyl 5f1 (A) NOA - FI -9520.1- +1-10 51 (:1815 8100SingleHung_lnipac FL5823.1 (37x63 max)+67.5.754r 261/2' x 55 FL5823.1 +67.5/-75.0 Vtrryl 5(16 (A) • • • 52 C 8100 Slr4eHurig_lmpact FL5823.1(37x83 nmx)+67.5-75dp: 261/2' x 55" F1 SWA +67.5(-75.0 Vinyl 5/16 (A) • • • • 53 CWS 8100 SingleHurrg_Impact FL5823.1 (37x63 nmx)+67.5-75dp: 26112'x55 FL5823.1 +87.51-75.0 Vinyl 5(16 (A) • • • 54 CWS 8100 SingleHungLimpact FL5823.1(37kW minx) +67.5-75dp: 37' x 55' FL5823.1 +67.51-75.0 Vinyl 5f1 (A) • • • • • • • 55 CWS 8100Sing1eHurtg_Imp dfLS823.1(37x63 rrmx)_+67.575dp: 26112" x 55' FL5823.1 +67.51-75.0 I JVW 5116 (A) • • • • ASP WINDOWS & DOORS Na ° DAt1�ARIS NIATEO 10801 NA U Strep. #103 Dain. H. 33172 SW NE 100th Street. Mmmi Shores, FL 33138 Cl6ce05-470-9369- Ema7:erCineWng@aqrndndmcom wwwas mndvas can Permit Schedule pawmmdm 301 Date W12014 Dawn by PERMFT DEPT. Checked by JRY Scale 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES Uone 4") DESIGN PRESSURES FOR EXTERIOR ZONES (lone 5.1 Mean Raaf tributary Area (sq. fl) He! ht Tributary Area (sq. 8) (it) W 13 20 25 30 33 40 45 50 15 40.1 39.0 i 38.21 37.7' 37.2 ! 36,81 36.4 36.1, 35.9 ' 3901 38 2 1 37 7 -43.4-4241 41.6i -41.11 40.6' -00.21 -398 -39.5 -39.3 ld 40.6, 39,51 38.8, 38.2 37.7 37.3 36.9' 36.6 36A 45.2 44.0 430i -42, -41.61 41.1 40.7 40.4 40.1 -39.8 17 41.140.0 -54.4 39.3 38.7 3811 37,8 37.4 37.1 36.8 41.1 44.6 -43.5 42,8 42 2 41.7 -41.3 ? 40.9 t -40.6 40.3 18 41 .61 40.5 3971 39.1 38.6 38.2 37.9 37.5 37.3 18 45.1 •44.0 433 427 422 -41.8 41.4 41.1 .40.8 19 42-11 41.0 40-21 39.6 39.1 38.71 38.3 , 38,0 37.7 19 -45.7 44,6 43.8 43,2. 427 42.2 41.91 41.5 41.3 211 42.6 41.4 40-61 40,0 39.5 39.1 38.71 38.4 38.1 20 462 45.01 44.2 43.6 -43.1 42.7 423 -42.0 41.7 22 43,4 42.31 41.5 40.840.3 -50.9 39.9 39.5 39.2 38.9 22 -47.1 45.9 -45.1 -04.5 -44.0 43.6 431 42.8 42.6 24 44.2! 43,1 142'2 41.6 41.1 40.6 40.2 39.9 39.6 43.1 -08.0 -46.8 -46.0 45 3 44.8, 44.4 -04,0 43.6 43.3 26 45.0 43.8 429 42.3 41.8j 41.3e 40.9 40.6 40.3 41.8 48.8' 47.6 46.8 461 45.611 45.1 44.7 -44.4 44,1 28 45.71 44,51 43.6 43-0 42.4 42.0 41.6 4111 40.9 41.2 495 4831 47.5 46.8 46.3 43.8 454 45.1 j -44.8 30 46.3, 45.1 44.31 43.61 43-0I 42.6' 412 41.8 41.5 -62.1, -503 -49A: -481 -47.5' 47.0 46.5 -06.1 45.7 45.4 32 47,01 45.7 44.9 44.2' 43.6 43.2; 42.7 42.4 42.1 ; -58.7 -57.3 -51.0! 49.7 48.8 48.2 47.6 47.1 -467 ° -46.4 46.0 34 47.6 463 45.4 44.7, 441 437 43.3 42.9 42.6 -58 0 -51.6 -50.4 49.5 48.8 -".21 47.7 47.3 47.0, -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43,8 43.4 43.1 -58.7 -52.2 -51.0 -50.1 49A 48.8 48.3 47.9 47.5 47,2 38 48.7 47.4 46.5 45.81 45.2 44.1 44.3 43.9 43.6 594 -52.81 -51.6 -50.6 49.4 49.4 48.91 48.4 48.1 47.7 40 49.2 47.9 420 4631 45.7 45.2 44.8 444 44.1 -60.1 53.4: -52.1 5l.2 -50.5 49.9 49.4 49.0 48.6 48.3 44 50.2, 48.9' 48,0 47.2 469, 46.1 45.7 45.3 45.0 •64.6 -54.51. -53 2 522 51.5 50.9 50.4 -50.0 49.6 49.2 48 512' 49.8, 48.9 48.1 47.5 420 46.6 46.2 45.8 46,2; -55.51 -541 -53.2 -52.5 -51.8'- -51.3 -50.9 -50.5 -50.1 52 52.01 S07 { 497 48.4 48.3 47.8, 47.3 46.9 466 48.9 56.4' -5511, -54-1' -53.3 -52.7 -522 -51.8 -51.4 -51.0 -69.7 52,91 51.51 50.5 49.7; 49.1 48.5 48.1 477 47.3 56 -57.3 -55.9 -549 -54.2 -53.6 -53,0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2; 50.4 49.8 49.3 48.8 48A 48.0 -63.2 -58.2 -56.8 -55.8 -55.0: -54.3. -53.8 -53.3 -52.9 -52.6 Mean Roaf tributary Area (sq. fl) -Height (it) 10 15 20 23 30 35 40, 45 50 15 40.1 ' 3901 38 2 1 37 7 37.2 36.8 j 36.4 36.1 35.9 -53.6 -51.5 4 -50.0 -48.9 -07.4 47.1 46.4 -45.81 45.2 16 40.61 39,5' 38.8 38.2 37.7 37.31 36.9, 36.6 36,4 -54.4 -52.2 j -507i 495 48.6 477 -47,01 46.4 45.4 17 41.1 40,01 39.3 38.7 38.2 37,8 37,4 37,1 36.8 -55.1 -52.9' -51.4 -50.2 49.2 48.4 47.6 47.0 46.5 18 41.6 40,5 39.7 39,1 i 386, 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.81 49.8 48.9 48.2 47.6 47 19 42.1' 4 O 40.2 39.6 39.1 38.738.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 48,1 -47.6 20 42.6 41 A 40.6 40.01 39.S 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -%O 49.31 48.7 48.1 22 43.4 42.3 415 40.8; 40.3 39.9 39.5 39.2 38.9 .1-55.8 -54.2 -53.0 -51.9 -51.1 -50.31 49.6 49.0 20 44.2 43.1 42.2 41,6 41.1 40.6 401, 39.9) 39.6 -59.2 -56.9 -55.2, -53.9- -52.91 -510 -51.2 -50.6' -50.0 26 5.0 438 ; 42.9 42' .3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.81 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6' 43.0; 42.4' 42.0' 41.6' 41.2 40.9 -61.2 -All -57.0 557 -54.6' -53.7( -52.9 -5221 -51.6 30 46.3 45.11 44.3 43.6 43.0 42,6 42.2 41.8 41.5 -62.1, -59.6 57.9 56.5 -55.4. -54 5: -53.7' -53.0 -524 32 47.0 45.7 44.9' 44.2 43.6'42.7 42.4% 42.1 -62.9 -660.4 ; -58.7 -57.3 -56.2 -55.3 -54.4 -53 7 -53.1 34 47.6 463 45.4 44.7 44,2 43 7) 43.3 + 42.9 42.6 63.7 -612 59-4, -58 0 •56.9 � -%-O0 -55.1 -54.4 -53.8 36 48.2 46.91 46,0 45.3 44.7 44.2' 438f 43.4 43,1 -64.5 -61.9 -60.1 -58.7 47.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5. 4S.8i 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 594 •58.3 -57.3 -56.4 -55.7 -55.0 40 49.2' 47.9 47.0 46.3 45.7 451 44.8 44.4 44.1 65.9 63.3 -61.5, -60.1 •58.9 -57.9! -57.1 -56.3 ° -55-6 44 50.2 48.4 48.0 47.2 46.61 46.11 45.7 45.3 45.0 -67.3 •64.6 -62.7 -613 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.11 47,51 47.0 46,6 46,2; 45.8 -68.5 , -65.8 -63.9 -62.4 -51.2 -60.21 -59.3 -58.5 -57.8 52 52,0' 5071 49.7 48.9 483 47.8 47.3 46.91 46.6 -69.7 -66.91 -65.0 -63.5 -62,2 1 -61.2 -60.3 •59.51 -58.8 56 52.9 51.5 50.5 49.71 49.1 48.51 48.1 47.7 47.3 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 7 60 53.6 52.2 51.2 50.4i 49.8 49.3; 48.8 48.41 48.0 718 64.0 670 654f 64.1 63.1 62.1 61.3 -60.6 General Nates 1 These tables list allowable pressures (W„o), given as 0.6•W ti, where W„x is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 NW 01 c ti- M uusrkin83 on tins document are Permitted A Ilese tables apply to wails and vertical surfaces only. 5 Use of these tables, and the %alums 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 oilier 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. ULTIMATE WIND SPEED fmph) = EXPOSURE CATEGORY = C Taber are valid fm Elm toflowlrra cond8iotrs only I Wind Speed, (V„y, 3 -se and gust) - 175 mph 2 Risk Category Il (Generot Rasidennal and Commercial Construction) 3 Exposure Category C 4 Topagraphic Factor (Ka): 1 0 (Flat Terram) 5 p,recnoni lity Factor (Kd) 0.85 6 Forsituannre requiring Kd-1 0, multiply dee values in these tables by 118 Venfy Kd requirements with total huddmg official and product approvals before use. 7 Eaelosed Building: Gtpi - 0.18 Camull an Ewrtratt for am other, c•trd0lam Ittshueltom 1 Tables show the 'worst case' dgiVie%esswes, with airy unknown variable at its cri" condator• 2 ?ables:rs valjdl'gj any, roof slope for reductions for roof slopes (els dian{� 1 aidegraes, conalp Enj left for site • •i •'•9•• •• • 0000 3 Calculate ft a roof hught If�werage r rare det.*,n, d, use the peak roof height Round up the AA • height to lhP&A highest to ittvalue• • • • 4 Calculates! t!rllUmry area (lclllgth x height) of the otie�ii�8g• in ques4% j4li l4ihe wbataryWW dgrvn to the nett• • • smallcat tab* value if the in Autry *ee 14 ualutow% i+s= • the mn0 " %ue (10 square 1€e1). • 0000 • 5 A. be�weeatt.�true8tual mu8ior� shall be used es tnbutai`v area. • • • 000• • • • • • 0• 6 Determine the Zane (interior 4l or Exterior 5) of the• apenutf 0000 'a- to a bu Ding con. shall be cca aidered�m an EExteria, Zone (5), otherwise if all of dtt"flg fells mare than distanee'a' from a building comer, the opening shell be considered in an Intenar Zone (4). 7 Uaatance'a,' as re£ered to above, shall be calculated as the smaller of 10% of the romimum building width or 40% of the height, but not less than 3 fat 8 Read the worst case positive and neganve design pressures for on as required by gowming Wilding department. W.'r"1 Flarlds Butt ft Cade Online r !► s -License efficiently. Regulate fairly; SOS Home I Log In Produc* Approval USER:Pubk User Product Approval Menu > Product or Application Search > Application List > App Date® FL # I FL13010-111 Application Type Revision Code Version 2010 Application Status Approved Comments Archived _ -- Product Manufacturer Address/Phone/EmaR Authortzed Signature Technical Representative Address/Phone/Effell Quality Assurance Representative Address/Phone/Emaq Custom Window System Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mtafevre@cws.cc Michael LaFevre rrfBfevre@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 jthompsonLMcws.cc Category Windows *edodid9.agioripr apP_AFdVaicdrF r=A%w%3d 0000.. 0000.. 0000 0000 0000.. 0000.. 0000 0000.. 0000.. 0000 0000 .0000. 0000.. 0000.. 04.00 00000 000000 ..000. :00*0: im ' 6120173 Florida Bi ft Cade Mine aUULdLUWry rumor Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 4 Validation Checlst - Hardcopy Received Certificate of Independence FL13010 III COI EvalReQ CWS -433A (PW -8100. 3602, IMPACTI.cdf Referenced Standard and Year (of Standard) Standard Date Validated Year Date Pending FBC Approval AAMA/WDMACSq/101A.S.2/A440-05 Date Approved ....2005 ASTM E 1300-04 ... X2004 ASTM E1886-05 ASTM E1996-02 ••�: 2002 PA TAS 201/202/203 •1994 Equivalence of Product Standards • Certified By • • • • • • • Sections from the Code ' Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products 6aideWIding"9101x app_ sWUld 9'.2P3T�gFc2WcdirFrwA%3d%3d 214 WM3 Florida &Mdbng Cade Mine FL # Model, Number or Name Description 13010.1 PW -8150 PVC Fbced Window PW -8150 PVC Fig/Fin Fbced Window, 36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13010 R1 II CWS -433A (PW -8150. 36x72. IMPACT).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact iiyesistsnt: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other. PW -8150, 36" x 72", DP _ +/- 75 psf. Large Missile FL13010 Rl AE DuPont PVB MA 11-0624 01.odf Impact. FL13010 Rl AE EvalRea CWS -433A (PW -8150, 36x72. IMPACT). odf FL13010 Ri AE Mikmn NOA 11-0830 09.odf Created by Independent Third Party: Yes 13010.2 PW -8150 PVC Fbod Window PW -8150 PVC Flg/Fln Fb(ed Window, Continuous Head & SRI. Limits of Use I Millatlon Insdvctions Approved for use in HVHZ: Yes FL13010 R1 II CWS -510A (PW -8150. 74)72. ContHdSI. IMP).odf Vedfled By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resent: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evelustlon Reports Other. Large Missile, Dp = +/- 67.5 psf, Max size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R1 AE DuPont PVB NOA 11-0624 01. odf 00000" FL13010 Ili AE EvalReep CWS -510A (PSV -=2, 74x7t*VbntHdSf! IMP). f •• • •• • FL13010 R1 AE Mikron NOA 11-0830 09:elff• •• • •• Created by Independent Third Party: Yes • • • • • ; • 13010.3 PW -83W PVC Fbmd Window Limfis of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resent: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +% 70 psf. Large Missile Irrpaact. PW -8300 PVC Fbced Window, 120" x 480. • • • • InitaNOtion kudnwuons • • • • • • • FL13010 III II CWS -373A (PW -8300. 12 a IMPAUhr)df Verified By: Lucas A. Turner 58201 • Created by Independent Third Party: Yls • • • • • • • • Evaluation Reports • • • • • • FL13010 III AE DuPont SGP NOA 11-0624 02.p •• • FL13010 RI AE EvalRep CWS -373A (PW -8300, 120x48. IMPACT). Of FL13010 RI AE Mikron NOA 11-0830 09.Qdf 113010.4 I PW -8300 PVC Fbad Window I PW -8300 PVC Flg/Fin Fbced Window. i Limits of Use Approved for use In HVHZ: Yes Approved far use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 R1 II CWS -159B (PW -8300, IMPACT).Wf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.g_df FL13010 Rl AE DuPont SGP NOA 11-0624 02.12df 8113 Florida Bidding Cade Online FL13010 RI AE UalRep CWS -1598 (PW -8300. IMPACT).Ddf FL13010 Rl AE Mikron NOA 11-0830 09.�df Created by Independent Third Party: Yes The State of Florida Is an Aq/t5O employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Acaessibiltty Statement :: Refund Statement Under Florida law; email addresses are public records. If you do not want your a -mad address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department vdth an email address If they have one. The smalls provided may be used for official communication vdth the licensee. However email addresses are public record. If you do not vesh to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . product Approval Air E17 I M Eii Eg Creciftgardi E 6orldebuild ing.arg" appdB 801/rh aWUl�%�3r�gFdZpZHodrFTwaA d 44 • 6orldebuild ing.arg" appdB 801/rh aWUl�%�3r�gFdZpZHodrFTwaA d 44 �N �� Cyd ► (!! •••ii O m a N W to AA a w N v o A. -' x�� m '20 .0 �m ti °O �m�z ° ° �y.a ♦ to �^��: S2' <v o :='�yv,•C:•�ii�•m hm • t,'8�`��,, m �aj ZiO11 0fT0j O o °�Zob . mr ��mxe �]Ox Ao[n �m Zom0Z yQO%Tpm 3�A Ono,„,Nit oZ�.02,5 °" A -i m°c c z m nzz .. n g Z � mgt Oz ;0” o occ�a Q zA t{��nf� MZ °�' -D •• ••• • • • • • ••G7 O �z 'm o -� �� m co z N) • • •• • • • • • �o z a�m z o • •• • • • • ••• • w x QD a o • • • • • • • • • �m p (On =01 z0) m 0 cm m m m •• ••• •• • • • •• w noz 0 00 T T!mo" z Z�� g m a o • ••• • ••• • • • • • • • • • • • p y yZc -D--1 O c ••• • • • • • • • • �l w vii m m • •• • • •• • • • •z z O z 1 • • • • • • _ O �Z O m m w �i -M, a Z.. cc -n cmn C �, =1Ro ••• • • • • ••• • • 8 + ! 6T a y M • • • • • • • • O 0 z0 o • • • ••• • • • <_n z -.4T 2�S • • • . . • • • • • co J f0l ms 7� E:� E $ Camey g O CV J N Z. r LLL W W x0 LU �m i � ui � Z U U atf w o n Z Nz Q0w U 7 as dao OW UCII o m Q h w I,i : S� t•�i coV D pS J w w w O m w ¢� zV O �o�b O Q O f9 q a 8 8oLU E ItO � �8 zo g� 0 <E rm °I i is Illf o g lip u� 69�_w E _zLJJ go LL Z v o zu �i$c�5n WO �0�� OtA u��7 -�IiEE o �umU N yF 3� arU—i0� ��LLt^A m� Eu. � �� a$USon�S J Z Q zg Zg�X EFQ N z W Z Z m n F'�z P U 2V Ze 3jgs �o Zr ZdaOU 6 g$g �D r�0 CdZ of -ol N LL O W .. . • . 000 . . .. s •• • • • •• • •••• • • • . . . .L...• • . z g • • • • • • • 0. o> t� U S� 4 OWO OY =O y Q U U 3,, N � O fo UWU Z r_a W N � E W Q �0 lyo @ m LL Z 0z Q O g z Z Z lob 8m W �O$t1 _ m p O3{ m FN W N � � LL 0 o o O °o W E O W 0 W ZZI wLL 3g LL 0 0 �g z a a a 5>s o o 8 ° x Q °w 0 zoe LL < O (T5 O O z Z ZD W O �p dw z y a m d s O p 8 C:) z fV P7 R Q � E $ Camey g O CV J N Z. r LLL W W x0 LU �m i � ui � Z U U atf w o n Z Nz Q0w U 7 as dao OW UCII o m Q h w I,i : S� t•�i coV D pS J w w w O m w ¢� zV O �o�b O Q O f9 q a 8 8oLU E ItO � �8 zo g� 0 <E rm °I i is Illf o g lip u� 69�_w E _zLJJ go LL Z v o zu �i$c�5n WO �0�� OtA u��7 -�IiEE o �umU N yF 3� arU—i0� ��LLt^A m� Eu. � �� a$USon�S J Z Q zg Zg�X EFQ N z W Z Z m n F'�z P U 2V Ze 3jgs �o Zr ZdaOU 6 g$g �D r�0 CdZ of -ol )k . 2 / , , K § | | | |( | )§ ) | p ° |\ I | ■, All W ��| ■ )) �f 2§` § k/:o\ �0I FT « gƒ\/.� /\ \ k $ § § § ®\ $ ƒ I 2 Q 9 z m § c ) ■ ' ♦ -. ♦ • ' ; )j G \ \ , , 9 _ ..$ ; > m / m | |, .,, |. ... .,, . .. , . . , | @ 'oto WN 71 z oa s3 o a i ; F oj N= NNX v i' LV .00 m O m 90 � 99 D Z O o A o !A =Q C 9� r O y A—A �o fil �s a0 .fp9rn 4" N / ' 3 1 n p IM rrl r C C <0 A 8 A2 0O D3' m C w m • m •• ••• • • • • • • • • • • • • • • •• W Z Z V • •• • • • • ••• •CO _ -r� T •• ••• •• • • • •• OF y D • ••• • ••• • • m m ••• Z • • • • 0.0 • • • i co p m • y m m • • • • •• • • • • • •• • • • • • • • g com • • • • • • o 000 • s • • 0:0 •• • • �_/� _ 000 y N •• ••• • • 00V ••• •• ••• •• 0 i r r —�I Bi m �'nz D 5 Z z Z v �+ o z Ds a 'w r � r � gig az ,28 5� H Zp t�ryi -�1 9 4%1 tJN to �oi < Nym mg 9 9 9° ��pHd'*' CUA ••• � �i it 2 F,--M M O Q =z.o M,L mn x g x -o y a�� m z nw � OD d �D T _0 •• ••i • • r m D �ro � � • iiiffN" • • • • •:,1 m z o ••• •• • • • • °f c " . �D o so see a Z' A x _ m z tit � m A � � � � $ D •:• • •.• • A m r z M •• • • • • CD m Fn m i i. •• • • •• h o n D � • • • • •�a zo pCAm� ° 13 C/) z • • • • • • • • o d5 • • • • • • • :.o.: J k (p g $ � •i• i• •i ••• 000 ii N =mll 0 V M O m � � a D N q�0 44- n gzo gFI-4 � w Z Z azo r ,•ttgpungq��, Odd '�' CVC'�i •••' ,c• w � a��tt��tttat aW m rT!^ !- CO C C n g mm 00 b< m m � • • • • • • • • • zl '� C po W m Z Nom'• • • •• • • • • • • • • • • ••• • D a • T •• ••• as • • • •• qTqp Z 0 C7 to mC• • • • • • • • •• • • • • • • • A DD m QI N m rn • • • • • • • • • • • •• •• • • • • • • m • • • • • • m � m � ZF Ca O ••• • • • • ••• • • i i• i V: i i• i o i• •i ••• i• •i m •i• •i• •- •-+ I'D 00 11 C% t.A P W N R � O b bbxxxxro c N NWa o CD k N 1..1 ra UQ ,� � � p '7► � � p �3 ki is K1 ►1 azo in A iiiii1111tI11I�I ®:^ %'.`a ® D �•o_ ? 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EMBEDMENT [E] BY OTHERS INSTALLATION ANCHOR. - • • • • SHEATHING d•4.d•e 98 WOOD SCREW ANCHOR • • BY OTHERS W/ WASHER �� e�Po �t EXTERIOR FINISH "" a "lis• ed • • • • • 0000 0000•• • [E] BY OTHERS • • • SEALANT BEHIND FIN :0.4 BY INSTALLER i0•• IMNDOWWRAfP•BY •• • 0000•• 2 BY BUCK • o SEALANT BEHIND FIN INSTALLER • BY INSTALLER •••0•• • • • BY OTHERS EXTERKnt FINISH ,e 0. [A] 1/4' MAX SHIM BY INSTALLER • • a • • BY OTHERS °•e (B]•e•• • 0000• 1.M" MIN EMBEDMENT ••d'2 19- MIN EMBEDMENT (NF1 HORIZONTAL SECTION • PERIMETER SEALANT (El PERIMETERSEALANT •� • • • • *:so BY INSTALLER :• aIca_ �qt BY WOOD BUCK BY OTHERS • • • • • • 0 • • • REFERENC�OIQ'�S • BY INSTAALLERLLER (A] 114" MAX SHIM • :40:6: • (A] SEE NOTE ID&SHT 1 WINDOW WRAP (B] MIN EMBEDMENT BY INSTALLER g WINDOW WRAP • • • • SEE NOW* •9EE 19N• 2 °oO �o• BY INSTALLER 2 BY WOOD BUCK • • 0 0.9D] SEE NOTE 5, SHT 2 INSTALLATION ANCHOR, BY OTHERS • • (E7 SEE NO•E :SN• 2 1/4" MAXSHIM #8 WOOD SCREW ANCHOR [A] • • FINISH BY OTHERS�� [B] W/ WASHER INSTALLATION ANCHOR, • • • • • • • • • • o #8 WOOD SCREW ANCHOR [E] 12/6/2011 SEALANT BEHIND FIN 11 Vr MIN. EMBEDMENT [E] / E� VERTICAL SECTION 9 FIN (WOOD) PRCPFJETARYANDC.Otf1DENTIAL 12/14/11 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. IS PROHIBITED. BY OTHERS - • • • • d•4.d•e • • �� e�Po �t EXTERIOR FINISH "" a "lis• ed • • • • • 0000 0000•• • BY OTHERS • • • • • • • i0•• IMNDOWWRAfP•BY •• • 0000•• SEALANT BEHIND FIN INSTALLER • BY INSTALLER •••0•• • • • ' PERIMETER SEALANT • • • • • • 1/4' MAX SHIM BY INSTALLER • • a • • :400: • • • (B]•e•• • 0000• 19- MIN EMBEDMENT (NF1 HORIZONTAL SECTION • PERIMETER SEALANT (E] 9 FIN {WOOD) • • 0 • • 0 • • • • *:so BY INSTALLER :• aIca_ �qt • • • • • • 0 • • • REFERENC�OIQ'�S • • :40:6: • (A] SEE NOTE ID&SHT 1 WINDOW WRAP NOTE 04T 2 [C] BY INSTALLER g • • • • SEE NOW* •9EE 19N• 2 °oO �o• 2 BY WOOD BUCK • • 0 0.9D] SEE NOTE 5, SHT 2 BY OTHERS • • (E7 SEE NO•E :SN• 2 EXTERIOR 'a [A] • • FINISH BY OTHERS�� INSTALLATION ANCHOR, • • • • • • • • • • o #8 WOOD SCREW ANCHOR 131 UPDATED PER 2010 FBC 12/6/2011 SEALANT BEHIND FIN W/WASHER [EILUCAS A TURNER FL RE 58201 AlUPDATED PER NEW FBC REQUIREMENTS 1710712OD8 BY INSTALLER 111/ MIN. EMBEDMENTP%DRErW�"I IV 19d.M.&S. SHEATHINGBY N yS�•%,&I- OTHERS -�:GPe DOORS / E� VERTICAL SECTION 9 FIN (WOOD) PRCPFJETARYANDC.Otf1DENTIAL 12/14/11 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. IS PROHIBITED. MIAMI- iaADE MIAMI -DADS COimrN � jIN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ffOA) �rrLw.splamtdade.govrpera� Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miaml-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includine the Hi¢h Velocitv Hurricane Zone. 1PTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up Wide APPROVAL DOCUMENT: Drawing No. IRC -9509489-21-I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga)1000, 2000 Short, Long, Flush and Oak Summit Panels, Sheets I through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Aman Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been film and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displgyed ail aovgrtising Uteraturg. If any portion of the NOA Is displayed, then it shall be done in its entirety. • • • • • • INSPECTION: A copy eit'hiq gtltiie l; Oisj shite iisvided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 0 07-0619.02 and consists of this page I and evidence page E-1, as well as approval documentipplipned allcwe : • 0 • • 0 0 The submitted documdntatic f,vft vtyie`ypd by. Cpi$og M. Utrera, P.E. . . NOA No. 12-0228.01 Expiration Date: September 6, 2017 i Co I JAPPROVED1 ' ' ' ' Approval Date: May 3, 2012 ri 'i.'.. Page 1 .... . . .... . Amarr Gamee Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-189-21-I, titled "Model 950 Heritage and Model 655 Oak . Summit (24ga)1000, 2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-I1, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 07-0619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201-94, Uniform Static Air Pressure Test per FBC TAS 202-94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01-07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI-07-T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement ]ettarof cede co0fgrm#Sce to 2010 FBC and no financial interest issued by Structuiol Sojpt or s,.0PA,.:d1.tdd 04/18/2012, signed and sealed by Tomas L. Shelmerdine,P.E.: •. • .: • • • �, 23 x,012 • • • : : : Carlos M. Utrera, P.E. • Product Control Examiner . . . . . . . . . . • .. . . .. . . . . • NOA No. 12-0228.01 • Expiration Date: September 6, 2017 • • • .. .... Approval Date: May 3, 2012 . . . . . . . . . . • • .. .. .. .... . . ... . . t ll yyq��a l Gf M R• • x Ilea 00 �� w z J_ Q F- C/') W LLJ C.D F-- J n Ila' :2 •� Doe R• • AMMPne-i-I mt.�� ago 00r p ;..........�/,F EM LOAD! PSF a A No T1048578 ' -67.0 PSF - • • •••• • • • • INTERb'101TE SECTION • • ••• • •• •• •• • • • fQ oTAQ:�ppTLON DE ••• •• • •• �I •TAIL COI!! A9111 )/ l 1000 • • •••••• so GALV STEEL INTERIOR MV= WDIIODW FRAME 1' OALV STEEL EXTERN DVACT WO4MW FRA [LIrJFii3=� • • • 2p3/p1�6f'EUx 1f&� SYCCRRELWF�-(TUSHED TOOT • • • • • • • TFR ST TEFL IINIERIC2 ;5 WDIDOY Fw FRAIM TO • ... •• ••• •• • • • & IV64• X VV SCREW - USSR 10 FASTEN DECORATIVE PLASTIC mm - wbmw Fam TO THE ASSEMBLY TRACT CONRCURAMO N FOR G'V UP TO 14' TALL 0008.4 SECTION B -B IMPACT WDGOW DETAIL H. S ON BQLIS & MUTS Q' MA.. 1-6/8' WOOD JAMS ATTACHMENT TO STRUCTURE W X'3' LW 9W ST 6' FROM THEN WN 1/2' EMMESMEND HO.TI XWO( BOLT 3/8' X 4• STARW6' FROM THEN 24. OL. (2 1/8' EMBEDMENT) fflLn SLEEVE ANCHOR 3/6' X 2-3/4' STARTING 6' FROM ENDS THEN 16' OC. 0 1/4' EMBEOMM ITV/RAMSET REDHEAD (TRU-DOLT) 3/6' X 4' STARTING 6' FROM ENDS THEN 24' O.C. C2 1/2' EMBEON£MT) 2 X 6 NEBTIt.AI_ JAMA ATTACNMEIfi TNI IA IV g aff SO11/4' X 3' TITEN SCREWS STARTOS 6' FRDM ENBS. USE PAIRS OF FASTENERS (3' APART) AT ffi O.C. Q IIV EMBED IOLTI 1/4' X 2-3/4' KVIK-CON IIa SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS Cr APART) AT 8' O.G tl 1/4' E KBMO ) HO.7I SLEEVE ANC@8( 3/8• x 2-3/4• STEN 6':m ENDS THEN 20' tl 1/4' EMBEBMEtM (OR. 115E FASTENERS FOR HOLLOW C-90 BLOCK) AA.AGS AND BOTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH HOUNTING SURFACL HPREPARATDBN OF WOW JAMBS BY OTHERS WOOD CONCRETE HOLLOW 1R.�K OROITED STRUCTURE STRUCTURE STRICTURE SiRl�Tll� �2 1-1/2' HIM TYP. JAMB 3• HIM IMPACT GLAZING FASTENER DETAIL N.Ta& AVARANE TRACK CONR IWATAAO mumucrimmm mamoplyftw000nwaft � .Ol BEY I MWO CF MGM lam BT A JAMMIREMM10=2 7/40 Ism B Immiame %fte DBT C fwmipacm Po In NAAX 00r p ;..........�/,F EM LOAD! PSF a A No T1048578 ' -67.0 PSF - �, U`_ ST/tAE OF _ MODEL ese IBSRITAGR 1000. 2000 MODEL 888 OAK B MOW (249) 1000. 2000 SHORT. LANG. FLNM & DAN SUMAHT PANHIS SBEI mm BT m q/Bj07MAMIZZB =8 00 = 0010 II RC9509-lW21- 00M =VSLW=KPLMftW=j=T 2 6 3 M mlmx mm am NUUUMERIMM� M MEM EMPMAGIRE mmol"Ill?"Imm wwoummur Fm Q'TiMEMERINJOR OEM � �.�--:� somme�x�v`o lf� ._,- a^.�-r_�..-fir.- �•� � b��k4��y `�, aa�� f 3'�y"'4 y� �� fid 70 `F ��y��Ptj, �'�. ',?�.�;!yp�:��v�€ i-'��} • • x'�`�"'ol3'.x' �p'cF�,'S�� i2�A `�T•o" H F.l� ��`u�'� 0 � Vi G"C'�T € T�$'K3 �? "'� � '' Wl �..�x¢tu�4�.. �.'..�z 95{�'��3 '��3r�i1''�5a•Liti. E'�.��i�� _ 1..1• x.11 ' �/ -lA-y`�..'y� 4111"A 1.I lil 1/11114 Florida 13WId ng Cade Ordine i�y _. Florida De artrnentleels Home Los in UBeraegiatratlon t X•LTopl®aubmRamdlarga state Fade Pubilgatlon8 PBCstaff aCI881tamap Unica search Busines )I �eaa'Professal 'RegUlation Protl�it Agarovel Meng > product or Aoal catlon Search s Anollotlon Us > AppIcatJ•D O•t•a f FL # FL5623-115 Application Type Revision Code Version 2010 Application Status Approved Comments AmhkW Product Manufacturer Custom Window Systema Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 misfavreems.cc Authors Suture Mlchael LaFevre mlefevretltcws.cc Technical Representative Brian Tenace Address/Phone/EnwB 1900 SW 44th Ave. Ocala, FL 34474 (352) 3W6922 Ext 291 btenace0cws.cc Quafriy Assurance Representative 3eff Thompson AddresS/Phone/Ems® 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 End 221 jthompscnocws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlde Professional Engineer I Evaluation Report - HandCopy Received Florida Engineer or Architect (dame who developed the Lruas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifleations, Inc. Quality Assurance Contract Exptration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checlft - Hardcopy Received Certificate of Independence FL5823 R5 COI EyalReo CWS -1555 (SH -8100. IrmaC ).odf Referenced Stand9Aar6d.Ypr•(oLStandardj Year • • •• • •• a i AADMa�101/LS.2/A440-05 2005 • • • • • • • • • • • ASTM E 1300-04 2004 • • • • • i • • i • • • i i • • ASTM E18B6.05 2005 ASTM E1996-06 2= ••• PA/TAS 201/202/203 1994 • • ••• • • age EQuWelence nil' P`bdu4•St&W:Ws i • • • • i a Certified By • • • • ; • • •" • • • Florida Licensed Professional Engineer or Architect FL5823 R5 Eaub SH -8100 Eautvalencv.odf Sections from thesC�od� • • V • • Y • • • • • • ••• • • • • • •• •• • • • •• f• hVs:/+NAF&6aridEWlding"gig4r app_A*MpaRper"EObMl q,MdF62R41HLrSi kM%3d 1J3 1/11/14 Florida BLdl(flng Code Ordirie Product Approval Methal Method 1 Option D Date Submitted 12/01/2011 Date Validated 12/13/2011 Date Pending FEC Approval 12/20/2011 Date Approved 01/31/2012 Swmmary of Products FL O Mod®y N tuber or Name Description 5623.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Intact) L bnits of Use Instaffation Instructions uct ions Approved for use In HVHZr Yes FL5823 RS H CWS -1550 (SH -8100. Irnpact).rxrf Approved for ince outside HVHM Yes Verified By: Lucas A. Turner 58201 Impact Rsslstant: Yes Create! by Independent Third Party: Yes Design Pressure: N/A Evaluation Rsp wu Othen Large Mlssile, see Installation dwgs. fbr Max. size and DP. FL5823 R5 AE DuPont PVR NOA 11-0624 01.odf FL5823 R5 AE EyalRen CWS -1558 (SH -8100. Impact).odf FL5823 R5 AE Mlk[on NO 11-0830 09.odf Created by Independent Third Party: Yes 5823.2 SH -6100 Cont. Hd. & SIA SH -8100 Cont. Hd. & Sib (double Single Hung), Impact, 741/8° x 630. Lbnft of Ilse Installation Lntructlons Approved for use in HVHZ: Yes FL5823 R5 11 CWS -440A (SH -8100, Impact. 74x63. Approved for use outside HVKb Yes CantHdSl).odf 3npact Realstant: Yes Verified By: Lucas A. Turner 58201 Design Pressures N/A Created by Independent Third Party: Yes Othen Large Missile, OP +67.5/-70.0 psf w/ Std. s®, DP +/- 70.0 Evaluation PAPWt9 psf w/ high rise, Max size 741/80 x 631. Outer Ute In I.G. must be FL5B23 R5 AE DuPont PVB NOA 11-0624 01.ndf safety glazed when used above 30 ft. in HVHZ. FL5823 RS AE EvalRen CWS -440A (SH -8100. Impact. 74x63, ContHdSn.odf FL5823 R5 AE Mkron NOA 11-0830 09.odf Create! by Independent dent Third Party: Yes 5623.3 SH -6100 Cont. Hd. & SAI SH -8100 Cont. Hd. & SAI (double Single Hung), Impact, 741/80 x 720. Lholls of use inerepation instructions Approved for use In HVHZ: Yes FL5823 R5 n CWS -491A (SH -8100. Impact. 74x72. Approved for use outside HVHZ: Yes Cant dS ).odf Impact Resmtant: Yes Verified By: Lucas A. Turrwr 58201 Design Presswen +67.5/-67.5 Created by Independent Third Party: Yes Othen Large Missile, DP m +/- 67.5 psf, Max size 74 1/80 x 720. Evaluation Reports Outer Ate in I.G. Rust be safety glazed when used above 30 ft. In EL 5823 R5 AE DuPont PVB NOA 11-0624 01.ndf HVHZ. FL5823 R5 AE EvalRep CWS -491A (SH -8100. Impact. 74x72. ContHdSl),Dd FL5823 RS AE Mll mo NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy Duty SH -6100 Vinyl InVact Single Hung w/ Heavy Duty FMR Llmlts of Use Lnstauntlon Lnstruutiam Approved for use in HVHZ: Yes FL5623 R5 II CWS -3698 (SH -8100. bract. 52x72. 100 DP).odf Approved for use ouW to HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Realstant; Yes Created by Independent Third Party: Yes Design pressure: +100/-100 Evaluation Reports Other.. Large Missile, Sr x 7Y, +/- 100 psf. FL5B23 RS AE DuPont SGP ROA 11-0624 02.rudf FL5823 R5 AE EyalRen CWS -369B (SH -6100 Impact -52x7, 100 DR) - ad 171.5823 R5 AE Mikmn N -OA 11-0830 09.adf Created by Independent Third Party: Yes 5823.5 •" •'; ; IH-AIQO 64 SWU Rung Orlel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 W sash. LlnUts of use • • • • • • • • • • IInstallation Lmtruallerm Approved.ftrfumA H§ljo !fop* i i • • � FL5823 05 Lr CWS -295A (SH_8100, JIrpact. S2x96).ndf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Rashit nb Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other.:Arge X411s, S:rWil5 W W14, fj(' fl7.S psf. FL5823 R5 AE DuPont PVB ROA 11-0624 01.odf • • • • • • • • • • • FL5823 RS AE WRont SGP ROA 11-0624 02.odf CWS (SH Impact. 52461.Ddf • •• • • •• • • • • FL5823 R5 AE EvalRea -295A -8100. • • • • • • FL5823 R5 AE MR= NOA 11-0830 .odf Created by Independent Third Party: Yes ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • hl$raJhrwwvfladdaWIdrgAglpr/pr app dfl q%MdF6aR4HLrSi IM%3d W 1111/14 Flalde BU[d ng Code Orfine Contact Us :: 1.40 North Munroe arr.e - Tsmahesaee i'+L 3 2� phone: 830r1B7-1824 The State of Ronda Is an AMOD employer. Coowlaht 2007-2013 State of Florida_ :: Prtvacv Ststement :: :: Refund Statement Under Ronda law, small addresses aro public records. if you do not went your e-mail address released In response to a pubDc mwrds request, do not send electronic mad to this entity. Instead, contact the offlos by phone or by tradManal mall. If you have any questions, please mnmct 580.487.1893. ~Pursuant to Section 458.27S(i), Ronda Statutes, affective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department YM an small address If they have one. The •malls provided may be used for official communication atth the [Maness. However email addresses ars public record. If you do not wish to supply a personal address, please provide the Department YM an email address which can be made available to the public To determine If you are a licensee under Chapter 483, F.S., please dict 19M. Product Approsal Miami" i" 0®m OMMM f,edi pa-PAY •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nape:/A wyflorldeWidlrlg.arg/pr/pr epp_tM.espiQWaffFmGEVXCoMq dF&RAHLrSiEVV2f>3tftt8jv49 O%2MW%3d 30 A� RALL jam• 4 • il• • • • • 76° • UNIT • HT. • •0• • 4" O.0 WEEPS O YP) 54 318' OVERALL FLANGE WIDTH 53 1/8' MAX. UNIT WIDTH • •—-4815116" — G AS84w A E • • • 0000•• • • r 0000•• tl • 0000 0000•• • 46 _1/1 GLASS DLO 4911!16' MAX SASH WIDTH (DESIGN PRESSURE RATING #67.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ....... A ANCHOR SCHEDULE & NOTES.............2 GLASS DETAIL........................................3 SECTION VIEWS...................................4-5 EXTRUSIONS & B.O.M............................6 INSTALLATION DETAIL ........................ 7,8 631/4' OVERALL FLANGE HEIGHT 62" MAX UNIT HEIGHT 30511 MAX SASH 37114' OVERALL FLANGE WIDTH 36' MAXUNIT WIDTH - 3113/16' — GLASS DLO GLASS DLO 31 SAO' MAX SASH WIDTH DESIGN PRESSURE RATING +67.51-75.0 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". 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 E 1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE 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 AND JAMB. GLASS 8. REFERENCE TEST REPORTS: NCTL-210.3666.1, -1 A, -2, -2A, NCTL-210-3669.1, -1A, -2,-2A DLO1 9. SERIES / MODEL DESIGNATION SH -8100. 10. lx OR 2z WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH DLO 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON VNNDOWS OVER 37"X 62' Lucas A. Turtrer, RE 2011-11-29 00:54-05:00 � 7 PRO13REM" MD COMMENMI. 11/2wi l THE WOINLAnON CONTAIN@ W THE DRAWING IS THE SOLE PROPERTY OF CUSTM WINDOW SYSTEMS, PR. ANY REPRODUCnON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERIOSSION OF CUSTOM WIDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 56201 PER 2010 FBC 11/0812011 TEF PER NEW FBC REQUIREMENTS 07/07/2008 J W][NDOWS a DOOR SW 44TH AVE A FLORIDA 34474 --GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT rtNit:b: 8100 F111111liN' nnF TE' 06/10/2008 B r-- '' 1 OF 8 6 - MAX (TYP) °MAX(TYP) 6° MAX • • • 16" .•E ••UWIT • • M1i14itYf • • • 15° O.C. MAX (TYP) _ � I I .P) 00• •s•; • / • 1 INSTALLATION ANCHORS, SEE NOTE 2 4' MAX (TYP)- i 4- MAX (TYP) 8• MAX OC (TYP) TS' MAX OC (TYP) INSTALLATION ANCHOR SEE NOTE 2 MIDSPAN MAX (TYP) G -- MAX (TYP) 101Y16' I MAY / 61" q• MAX UNIT 4° 4' 4 I 39 I ANCHORS. SEE NOTE 6 5318° _ C INSTALLATION I_ -MAX UNIT WIDTH --I MAX UNIT WIDTH ANCHORS, SEE NOTE 6 INSTALLATION N ANCHORS. SE ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHORS, SEE NOTE 4 THRU FRAME IMAS.N THRU FRAME OOD THRU FRAME (MASONRY) THRU FRAME MAX UNIT SLZE 63.18 x 78 MAX UNIT SIZE: 53-18 x 76 MAX LINT SIZE: 36x62 MAX UNIT SIZE: 36 x 62 (W/ SWEEP LOCKS) (W/ SWEEP LOCKS) DP +87.5h75.0 DP +87.5145.0 NOTES: DP DP + 67.5 1. INSTALL ONE ANCHOR AT EACH 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 IMG IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DLA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE ANN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212° SHALL BE ACHIEVED IN ANY DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 38' INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 78' SHALL BE ACHIEVED IN ANY DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12' INTO BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 11(0812011 TEF 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL_ DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A TURNER. FL. P.E., 58201 A JUPDATED PER NEW FBC REQUIREMENTS 107107mm CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 1900 SW 44TH AVE. ALA, FLORIDA 34474 B. ANCHOR _ USED I1N SUBSTRATESIW THHSSTRENGTHS LESS THAN TH�U IMUMSTRENIGTH S ECIFFIED ELOWTIONS, AND ANCHORS SHALL NOTINSTALLATION 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF G�.55 (SOUTHERN PINE OR GREATER) B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3,2W PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM G60, GRADE N, TYPE 1(OR GREATER). `�v"� 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS). Tr'Ert4FDRMkTIONCONTAINEDIN��DRAWNGISAND � ��sa.EPROPERTY�� CUSTOM FMA/WDMA250(BOX WINDOWS),FMA/AAMA/AtDMA300(EXrERIOR DOORS). WINDOW PERMISSIONoANYREoRwl�wsvPslea�TORASAWHOOl�LEWITHo.�� ,11 AoREtq,�� ,PPeyp s GA'. G F ., y .V&m. J �• to S v No 58201 '• 13 : * * t * 9 '• STATE OF . 1 .4-41 � i�.p'•�� p �i�S <Op1®.�G�a�� i�p�ONA%1Ep�� ANCHOR SCHEDULE 8 NOTES -LARGE MISSILE IMPACT ERIES: Y: ATE: 81 00 ADE OC�90/Zi108 DEL: .: PVC SINGLEEHUNTG�ER:B HEEr: 2O 8955 • c / • • • 4 _ t • 1 INSTALLATION ANCHORS, SEE NOTE 2 4' MAX (TYP)- i 4- MAX (TYP) 8• MAX OC (TYP) TS' MAX OC (TYP) INSTALLATION ANCHOR SEE NOTE 2 MIDSPAN MAX (TYP) G -- MAX (TYP) 101Y16' I MAY / 61" q• MAX UNIT 4° 4' 4 I 39 I ANCHORS. SEE NOTE 6 5318° _ C INSTALLATION I_ -MAX UNIT WIDTH --I MAX UNIT WIDTH ANCHORS, SEE NOTE 6 INSTALLATION N ANCHORS. SE ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHORS, SEE NOTE 4 THRU FRAME IMAS.N THRU FRAME OOD THRU FRAME (MASONRY) THRU FRAME MAX UNIT SLZE 63.18 x 78 MAX UNIT SIZE: 53-18 x 76 MAX LINT SIZE: 36x62 MAX UNIT SIZE: 36 x 62 (W/ SWEEP LOCKS) (W/ SWEEP LOCKS) DP +87.5h75.0 DP +87.5145.0 NOTES: DP DP + 67.5 1. INSTALL ONE ANCHOR AT EACH 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 IMG IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DLA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE ANN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212° SHALL BE ACHIEVED IN ANY DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 38' INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 78' SHALL BE ACHIEVED IN ANY DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12' INTO BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 11(0812011 TEF 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL_ DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A TURNER. FL. P.E., 58201 A JUPDATED PER NEW FBC REQUIREMENTS 107107mm CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 1900 SW 44TH AVE. ALA, FLORIDA 34474 B. ANCHOR _ USED I1N SUBSTRATESIW THHSSTRENGTHS LESS THAN TH�U IMUMSTRENIGTH S ECIFFIED ELOWTIONS, AND ANCHORS SHALL NOTINSTALLATION 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF G�.55 (SOUTHERN PINE OR GREATER) B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3,2W PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM G60, GRADE N, TYPE 1(OR GREATER). `�v"� 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS). Tr'Ert4FDRMkTIONCONTAINEDIN��DRAWNGISAND � ��sa.EPROPERTY�� CUSTOM FMA/WDMA250(BOX WINDOWS),FMA/AAMA/AtDMA300(EXrERIOR DOORS). WINDOW PERMISSIONoANYREoRwl�wsvPslea�TORASAWHOOl�LEWITHo.�� ,11 AoREtq,�� ,PPeyp s GA'. G F ., y .V&m. J �• to S v No 58201 '• 13 : * * t * 9 '• STATE OF . 1 .4-41 � i�.p'•�� p �i�S <Op1®.�G�a�� i�p�ONA%1Ep�� ANCHOR SCHEDULE 8 NOTES -LARGE MISSILE IMPACT ERIES: Y: ATE: 81 00 ADE OC�90/Zi108 DEL: .: PVC SINGLEEHUNTG�ER:B HEEr: 2O 8955 FIXED LITE GLASS TYPE A FULL SIZE SASH LITE 7/8' OVERALL INSULATED GLASS 1/8' ANNEALED 711S' AIRSPACE 5/1S' LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT 1/8' ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE 'H' OR SIKAFLEX 552 EXTE 1Q' GLASS BITE FIXED LITE PROPRIETARY AND CONPWB7WL 11/28/11 THE PIFORwnON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUST WINDOW SYSTEM. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERNSSION OF CUSTOM WINDOW SYSIEg63. INC. IS PROHIBITED. .INSULATED GLASS ED CE TED GLASS U1 ERLAYER BY DUPONT A TRUSEAL LAZE'H' OR SIKAFLEX 552 BITE GLASS TYPE B FULL SIZE LUCAS A TURNER, FL P.E., 56201 SASH LITE r!$' OVERALL INSULATED GLASS , I/8' TEMPERED 1/16' AIRSPACE i/1(' LAMINATED GLASS IV ANNEALED L190' PVB INTERLAYER BY DUPONT I/6' ANNEALED DURASEAL BY TRUSEAL ) PURFECT GLAZE 'H" OR SIKAFLEX 552 1/2' GLASS BITE 7/8' OVERALL INSULATED GLASS 1/8' ANNEALED 7116' AIRSPACE • 5116' LAMINATED GLASS • • • • 1/8°AIN N i••••• • • • P% INTERLAYER BY DUPONT .090' • a ! • • • • 1f' {IANEALED• • • •••••• • DURASEAL BY TRUSEAL ••iii• • •• •• •• 18 PUR :"'H'ORSIKAFLEX552 • •ii 12 sai• _ • FIXED LITE GLASS TYPE A FULL SIZE SASH LITE 7/8' OVERALL INSULATED GLASS 1/8' ANNEALED 711S' AIRSPACE 5/1S' LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT 1/8' ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE 'H' OR SIKAFLEX 552 EXTE 1Q' GLASS BITE FIXED LITE PROPRIETARY AND CONPWB7WL 11/28/11 THE PIFORwnON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUST WINDOW SYSTEM. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERNSSION OF CUSTOM WINDOW SYSIEg63. INC. IS PROHIBITED. .INSULATED GLASS ED CE TED GLASS U1 ERLAYER BY DUPONT A TRUSEAL LAZE'H' OR SIKAFLEX 552 BITE GLASS TYPE B FULL SIZE LUCAS A TURNER, FL P.E., 56201 SASH LITE r!$' OVERALL INSULATED GLASS , I/8' TEMPERED 1/16' AIRSPACE i/1(' LAMINATED GLASS IV ANNEALED L190' PVB INTERLAYER BY DUPONT I/6' ANNEALED DURASEAL BY TRUSEAL ) PURFECT GLAZE 'H" OR SIKAFLEX 552 1/2' GLASS BITE SECTION VIEW A -A nil VIEW B -B SECTION VIEW C -C ALTERNATE FIN DETAIL NOTE: ITEMS 2Z27,28,33-37,43-45 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PRaPMETIMArmCONFOEN'nAL lli�8/11 THE INFORMATION CONTAIN® W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMM VfiND W SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE VMCM THE WRITTEN PERIIESSION OF CUSTOM WIMIDOW SYSTEMS, INC. IS PROH®ITPD. LUCAS A. TURNER, FL. P.E., 58201 0000 41 •660x0 • • • 0.• 600• 2 6 • • •0009 • 0000 0*0* 0000 a••0 • • 6• ••00•• 00• ••006• •• •• •• 12 c w • 000000 •• • 6 . 6•r SECTION VIEW A -A nil VIEW B -B SECTION VIEW C -C ALTERNATE FIN DETAIL NOTE: ITEMS 2Z27,28,33-37,43-45 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PRaPMETIMArmCONFOEN'nAL lli�8/11 THE INFORMATION CONTAIN® W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMM VfiND W SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE VMCM THE WRITTEN PERIIESSION OF CUSTOM WIMIDOW SYSTEMS, INC. IS PROH®ITPD. LUCAS A. TURNER, FL. P.E., 58201 9 18 11 3 3 1 1 INTERIOR 10 15 41 41 1 EXT�iIOR • 6 • • t 0 12 • SECTION VIEW B -B • • • • • • 1 • 12 0 TYPICAL HORIZONTAL SECTION • • • • • • • • • • • • NOTE: LEFT SIDE SHOWS FLIED LITE CUTAWAY, • • • • RIGHT SIDE SHOWS SASH CUT AWAY • • • •IX7ERIOR• • IIfZ ••••• • •••• • • 0 • P4 •• • • • • • • 29 •••••• • •••• • 38 • 31 • • • 7 •••• • • 12 n 8 32 V 18 m 9 5 19 40 2 g 41 12 38 9 ALTERNATE FIN DETAIL SECTION VIEW C -C 25 B JUPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A TURNER, FL. P.E., 58201 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 SIIIIIIU/q 2 No 41 NOTE: .`,,�rOE JY S`c �� 164m ITEMS 22,27,28,33-37,43-45 ARE NOTVim' • ° 2 Wnroolvs•nooxs SECTION VIEW A -A SHOWN. ITEM 31 IS NOT USED IN THIS : ,,� NO 58201 -�-10 900 SW 44TH AVE. WINDOW. � *: t � ALA, FLORIDA 34474 � � at SECTION VIEWS 36"x 62'- LARGE MISSILE IMPACT %13'.. STATE OF . W� �'p��.•'4v ERIES: 8100 ADE OfV10Y2008 PRCPR�RYANDCOPFIDENTWL 1U28J11 �i� A OR 10. •ea� .WWWDOWSYSTEMi�DFANY ODEL: CALE: N (FORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOD'•........ ��i�SiONA,��`��` �ATE: _:THE PVC SINGLE HUNG REPa DUCTION IN PART iRwcA.sis PRWHOLEmTM�T EV.LETTERBr: 50F8155 ;ice ._.�s>t f3r.'�7�"-7.""--ol•�a^�.'�'[T."�'iL•'��:ii�3!]Yy�dr�:C:•',��' Meet Rad 21 14 1 FL3541 x 12°, Fbn Hmd, Tek • • • Z6�C FASTHVAL 1%91 P-4632 weepL ZQIC SULLIVAN fD • bRk4M lBarrelf6slamr • • • • 1 Sri I FASTENAL x Ell • PVC FRAME FLANGE -6031 1 3/16' 15/8° 1116° PVC SASH SIDE RAIL -6004 1116° PVC SCREEN CATCH -6013 VtlWL W ER �4 1118° STEEL HURLEY Sr®- HURLEY 3K6- 11 x2' RlIBBER FRANKLOVUE ALUM. REINF. S.S.RIS.S.R. -1498 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 2 3116° 111x° 15B° 6 PVC SASH TOP RAIL -6027 PVC FRAME FIN -6048 115" 6° +7118°� 1116' 1/16° 9 5118' 5/8° 8 PVC SCREEN SUPPORT- 6014 PVC SASH BTM. RAIL -6028 4 2 1/8° WELD (ALL SIDES) J EETING RAIL -D TOGETHER WITH 15116° E1 ° I 1116° 7 112° 7� .1� ALUM. FIXED RAIL -1836 SASH STOP - 6025 ALUM. REINF. TOP RAIL -1497 114° 1 7/8° 3J4° 9 } f— 15116° 1116° PVC GLAZING BEAD -6064 -r3n6° SCREW SUPPORT -3113 i ALUM. REINF. BTM RAIL -1699 B ,045° LUCAS TURNER, FL. P.E., 58201 A PLASTIC M&M , 5TF� SUMMIT ��V40REIIV e SLIODNE S 15116° 5 RASTIC ``��yNSFG��b�� + RGIDPVC MDOtON 9/1 a. �v;%� No 58201 'P ; 19 NYLON ULTRAFAB t ? * S t PVC FIXED RAIL COVER - 6063 ems— +S9t, STATE OF ° !d/: THE INFORMATION CONTAINED w AW Wo IS THE SOLE PROPERTY OF CUSTOM ,moi**. ` O q 1 � WRITT�ENP MISSION OF CUSTOM Www SrsiEM,INRT C.IS PRa�uBITHOLE ED.. WITHOUT THE ,��s�ONA )PDATED PER 2010 FBC 111108/2011 TEI )IODATED I `PEER_N_EW FBC REQUIREMENTS 07/07!2008 ORR SW 44TH AVE. -A, FLORIDA 34474 EXTRUSIONS / B.O.M.- LARGE MISSILE IMPACT S: 8100 RAWN : ADE FE : 06/10/2008 L: fEV. N PVC SINGLE HUN1:2 CWS -15 TTf ER: B `�OF B INTERIOR FINISH BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 212' MIN. EDGE DIST. �� [C] CONCRETE/MASONRY--�s �� lot. i� s • s• s BY OTHERS al \ • s • • O • ` So. • O BYPvefmSEALANT TALLER • • SPHIND • • FUWF+Q#Y*NSTALLEA • • • • • SE HE BE FLI PE BY EX BY CC BY HI(.... _..._.._... STRUCTURAL GROUT BY OTHERS • INTERIOR FINISH INTERIOR FINISH BY OTHERS 1 1/4° MIN. EMBEDMENT 1 3/8° MIN. EMBEDMENT BY OTHERS [C] [D) CONCRETE(MASONRY byi�.• y,Y •ty+�d4 { BY OTHERS ••Pt •tt,► 1/4• MAX SHIM 1/4° MAX SHIM St'°ti11 IBJ IBI INSTALLATION ANCHOR, 3/16° DIA ' a ► ° ► 7B° MIN. EDGE DIST. • v MASONRY SCREW WITH WASHER • t• THRU SCREW SUPPORT 0 • ► ID) ~v [C] • •0•• C A► 11/4' MIN. EMBEDMENT • (cl • • @ 0 INSTALLATION ANCHOR, a ' • • ►' ► #10 WOOD ANCHOR WITH 1 BY WOOD BUCK • A A .• • : WASHER THRU SCREW • ' BY OTHERS. 2112° MIN. EDGE DIST! A SUPPORT [D) � (A] [C] 4!4 ' p • ► 2 BY WOOD BUCK MAX SHIM 3/16° DIA VERTICAL SECTION 7 FRAME (MASONRY) 18Y BY (A) 2, 3/16° DIA. =OPRENE U SCREW EXTERIORF BY OTHERS LOCK ACTIVATED ONLY >NES. CONCRETED BY OTHERS s, a.,• s NISH °� •are• •o � •' .. ►�� MSONRY J(�\ALTERNATE PRECAST SILL DETAIL 7 FRAME(MASONRY) WOOD LUCAS A TURNER, FL P.E., 56201 O MAKE BY OTHERS REFERENCE NOTES. [A] SEE NOTE 10, BHT 1 (B) SEE NOTE 283, SHT 2 71T [C) SEE NOTE 4, SHT 2 [D) SEE NOTE 5, SHT 2 T. X.' PROPRIE'VIRYNIDCOlFinanm 11128!11 TM? NFORMATION CONTAINED IN TMS DRAWNO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, INC. IS PROHIBITED. 1/4" MAX SHIM [B) 1 1/4° MIN. EMBEDMENT [c] 212" MIN. EDGE DIST. [C] .• e s EXTERIOR ° ° BY OTHERS 0 •S•. ••► [A] SEALANT BETWEEN WOOD BUCK SEALANT BEHIND BUCKAND OPENING OTHERS FLANGE BY INSTALLER PERIMETER SEALANT BY OTHERS EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER EXTERIOR FINISH HORIZONTAL SECTION BY OTHERS rj /@\ HORIZONTAL SECTION FRAME (WOOD) FRAME(MASONRY) INSTALLATION ANCHOR, 3H6• DIA. MASONRY SCREW W/NEOPRENE EXTERIOR BACKED WASHER THRU SCREW SUPPORT [C] SEALANT BEHIND FLANGE BY INSTALLER I BOTTOM SWEEP LOCK ACITVATED ONLY a DURING HURRICANES. (SEE NOTE 6, S14171) PERIMETER SEALANT BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER. EXTERIORF BY OTHERS LOCK ACTIVATED ONLY >NES. CONCRETED BY OTHERS s, a.,• s NISH °� •are• •o � •' .. ►�� MSONRY J(�\ALTERNATE PRECAST SILL DETAIL 7 FRAME(MASONRY) WOOD LUCAS A TURNER, FL P.E., 56201 O MAKE BY OTHERS REFERENCE NOTES. [A] SEE NOTE 10, BHT 1 (B) SEE NOTE 283, SHT 2 71T [C) SEE NOTE 4, SHT 2 [D) SEE NOTE 5, SHT 2 T. X.' PROPRIE'VIRYNIDCOlFinanm 11128!11 TM? NFORMATION CONTAINED IN TMS DRAWNO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, INC. IS PROHIBITED. 1/4" MAX SHIM [B) 1 1/4° MIN. EMBEDMENT [c] 212" MIN. EDGE DIST. [C] SHEATHING BY OTHERS .� EXTERIOR FINISH s BY OTHERS SEALANT BEHIND FIN I BYINSTALLER a WINDOW WRAP BYINSTALLER a PERIMETER SEALANT • BYINSTALLER • • • • • • • • SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANI BYINSTALLER WINDOW WRAP — BYINSTALLER EXTERIOR FINISH— BY OTHERS SHEATHING BY OTHERS MIN. EMBEDMENT 2 BY WOOD BUCK BY OTHERS [A] 1/4` MIN. EDGE DIST. [El 1/4° MAX SHIM [el U BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES (SEE NOTE 6, BHT 1) 1/4` MAX SHIM [BI 1/4` MIN. EDGE DIST. [E] 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 08 WOOD SCREW WITH WASHER [El 2 BY WOOD BUCK— BY OTHERS [A) INSTALLATION ANCHOR, 08 WOOD SCREW WITH WASHER [E[ 1 1& MIN. EMBEDMENT [EI BY OTHERS REFERENCE NOTES [Al SEE NOTE 10, BHT 1 (B) SEE NOTE 283, SHT 2 [Cl SEE NOTE 4,814T2 [Dl SEE NOTE 5, BHT 2 [El SEE NOTE 6, SHT 2 SEALANT BEHIND FIN BYINSTALLER I+--�-1 1/7 MIN. EMBEDMENT (TYP) PROPMETPIRYAND COWMENIVIL 11/28/11 VERTICAL SECTION THE INFORMATION CONTAINED IN rtes DRAWING IS 7Fg PROPERTY OF PROPEOF CUSTOM WIIDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE 6 FIN(WOOD) WRITTEN PERMISSION OF CUSTOM WMOW SYSTEMS, INC. IS PRO S17ED. MIN. EDGE DIST. [El MAX. SHIM PERIMETER SEALANT BY INSTALLER T8FHORIZONTAL SECTION IN (WOOD) LUCAS A. TURNER, FL. P.E., 56201 WRAP 1111114 FlarideBuilding CodeONtrte s. Hoida D partrnent4l BCIS Rome I U* to User Reghrim0on ! Hot Tonk e ; Submit Surcharge I Stats a Fads ! Pubacaaons I PBC Staff C acts Site Man �' Linke I Search Busines ��>> Professional ' p "°' Regulation t Product ACarovai Menu > Product or Aaolleaaon Search > Aoollcatlon Llet > AptiWr IMtaa FL FL5823-RS Appikatlon Type Revision Code Version 2010 Application Status Approved Comrrents Archhred Product Manufacturer Custom Window Systems Inc. Addness/Phone(Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 358-65922 Ext 207 mWevm@cws.cc Authorized Signature Michael LaFevre mlafevreftws.ce Technical Representative Brian Tenace Address/Phone/Erroll 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenatce@cws.cc Quality Assurance Representative Jeff Thompson Addrese/Plmne/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 ghomVson@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Enginer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evahuatlon Report Florida License PE -58201 Quality Aseurence Entity Keystone Certd`loatiors, Inc. Quality Assurance Contract Expbatlon Date 07/21/2020 Validated By Steven M. Urloh, PE [ 1 Va§dation Checi t - Hardcopy Received Certificate of Independence FL5823 R5 COI EvalReo CWS -1559 (S81,00. Irmact).odP Referenced Standegleend Ygeri(of•Stardariji • go AhMdMg roar • i o i i a i AAMA/WDMNCSA/101/LS.2/A440-05 2005 •• • i* i •• ASTM E 1300-04 2004 • • 000 • • • • • • • ASTM E1806-05 2005 ASTM E1996-05 2006 PA/TAS 201/202/203 1994 . • •. • ... • • ••• • • • • • • • • Equivalence ot'Pr*w " tafid@q i :. ' o • Certified By • • • • • • • • Florida Licensed Professional Engineer or Architect FL5823 RS Eauiv SH -8100 Enuivalencv.odf • • • • Sections from the • e . • • • ••• • • • • • • • •. .• • • • •. •• hfdpaJ/waw.6oridsWlding.org1pr*.W cMAs • • • • e • q%M~41HLrSi iM%3d 1/3 1/11/14 Florid fudld ng Code dtlline Product Approval Method Method 1 Option D Date Submitted 12/01/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Pmduate FL D Model, Number or Name Dascriptlon 5623.1 8100 Vinyl Single King 8100 Vinyl Single Filing (Impact) LbnRs of Use installation Instructions Approved for use in HVH74 Yee FLM23 RS U CWS -1558 [SH-R1QQ-j=Rctj.JWf Approved for use outside HVHZr Yes Verified By: Lucas A. Turner 58201 Impact Rasistemb Yes Created by Independent Third Party: Yes Design pressures WA EvehuUon Report Others large Missile, see installation dwgs. br Max. size and DP. FL5823 RS AE DuPont PVB NOA 11-0624 01.odf FL5823 R5 AE EvalRep CWS-1555_4SH-8100. Inact).odf R=3 R5 AE Mlkmn NOA 11-0830 09.odf Created by Independent Third Party: Yea 5623.2 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sip (double Single Hung), Impact, 741/8° x 63°. LLnPoa of Use Luts6ation LuFtruations Approved for use In HVHZr Yea FL5823 RS II CWS -440A (SH -8100. Invact. 7443. Approved for use outside HVHZr Yes CantHdBU.odf Empact Rah tnrb Yes Verified By: Lucas A. Turner $8201 Design Pressure: WA Created by Independent Third Party: Yes Oitherr Large Missile, DP +67.5/-70.0 paf w/ Std. epi, DP +/- 70.0 B"kUdton PAparts psf w/ high rise, Max. ate 74 1/8" x 630. Outer Ite In I.G. must be FL5023 R5 AE DuPont PVB NOA 11-0624 Q1,Rdf safety glazed when used above 30 ft. In HVHZ. FL5823 RS AE EyaIRep CWS -440A (SH -8100. Irmact. 7443. ContHdSn.odf FL5823 R5 AE Mlkeon WK 11-0830 09.Ddf Created by Independent Third Party: Yea 5623.3 SH -8100 Cont. Hd. & SUI SH -8100 Cont. Hd. & SUI (double Slagle Hung), Impact, 741/8° x %24. Limits Of LIse installation IniOnwdone Approved for use In HVHZr Yea FL5823 R5 II CIN -491A (SH -8100, Irtnact. 74x72. Approved for tue outside HVHZr Yes ContHdSil.edf Impact Realstsntr Yes Venfflad By: Lucas A. Tung 58201 Design Prassarer +67.5/-67.5 Created by DWspendent Third Party: Yes Odtar. large Mile, DP ® +/- 67.5 paf, Max. size 741/8° x 7Y. fhrshuidon Report Outer Its in I.G. mist be safety glazed when used above 30 ft. In HVHZ. EL5823 RS AE DuPont PVB NOA 11-0624 01.Ddf FL5823 RS AE EValRep CWS -491A (SH -8100. Impact,. 74x72. ContLIdSll.odf FL5823 RS AE Mlkmo N0A 11-0830 09. odf Created by Uudependent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hang Heavy DAY SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Wafts of Use Imtllation Dorm J Approved for use in HVH& Yes FLW23 R5 H CWS -369B (SH -8100. Imoact. 52Y-72, 100 DP).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVKb Yes Impact RedstaMa Yes Created by Independent Third Party: Yes D"Ign Pressure: +100/-100 Evahutlon Report Other. Large Missile, Sr x72', +/- 100 W. F15823 R5 AE DuPont SGP NOA 11-0624 02.odf FL5823 R5 AE Evaftp CWS-369RAM-8100, Irma_ 52k2, 100 __`ct. DP).odf FL5823 RS AE Mlkmn NOA 11 -WO Mw2df Created by kWependert Third Party: Yes 5823.5 • • • • • I f BoO y ftl 1$n* 4" Odd SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, S HI sash. Limits of Line • • : • • • • : : • • • • LutallaWn Instructions s Approved for un = Y • • • • • • FLS823 R5 11 CWS -295A (SH -8100. Irmact.. 52x961.nd f us Approved for e �T r vas Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. +67.5/-67.5 Evabutlon Reports Others LargiCMLgM,:W x 9%1V VV%esh, e•67". FL5823 RS AE DuPont PVB NOA 11-0624 01.0f • • • • • • • • • • • • • • • • • • • • • FL 5823 R5 AE DuPont SGP N0A 11-0624 02.odf FLN23 R5 AE EvalReo CWS -2958 (5+8100. Imact. 52x96).Ddf • •• • • •• • • • • • • • • • • FL5823 RS AE Mkipa WA 11-0830 09.odf Created by Independent Third Party: Yes ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • httpsJA ww.flaridffi icing.org/prlPr_M_cIU.tpOpmwyFvCiEVX4WgWdF8zR41HLrSi kM%O3d 20 1/11/14 Florida Bldlding Code Ordine Contact Ila Phone! 850.487-1824 The State of Pladda Is an AA/EO employer. C•evriaht 2007.2013 iliacs of Pledde. ;: Prtmew Statement ;: AmeasiblItLv Statement ::Refund Statement Under Wodde law, email addresses aro public records. If you do not rent your e-mail address released In response to a public-mmids request, do not sand electronic mail to this entity. Instead, contact the offing by phone or by traditional mall. If you have any questions, please contact 850.487.1394. •Pumuant to Section 488.278(1), Flodde Statutes, effective October 1, 2012, licensees licensed under Chapter 495, F.S. must provida the Department vM an small address If they have one. The smalls provided may be used for of idel communication with the licensee. However email addresses are public record. If you do not tdsh to supply a personal address, please provide the Department arch an email address whtrh can be made available to the public. To determine If you are a Roonsee under Chapter 455, P.S., please dick b=. Product ApprovalAssapter MM eC_hesk •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • as • ••• • ••• • • •• • • • • • • • • :0: • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • hftps:1AvRwffoddebW1c0ng.wq1Pr1pr app OlAsp OpworF GEVXQWDgvMdFB¢RAHI IM%3d 30 4" O.0 WEEPS ITYP) SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 54 3/8" OVERALL FLANGE WIDTH 53 1B" MAX. UNIT WIDTH •• LSO L::::— GLASS DLO 4911/16" MAX SASH WIDTH (DESIGN PRESSURE RATING( ±67.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 ANCHOR SCHEDULE & NOTES.............2 GLASS DETAIL........................................3 SECTION VIEWS...................................4-5 EXTRUSIONS & B.O.M............................6 INSTALLATION DETAIL ........................ 7,8 631W OVERALL FLANGE MAX UNIT HEIGHT MAX SASH 371/4" OVERALL FLANGE WIDTH — MAX UNIT WIDTH 3113110" GLASS DLO —~ O r I ,r X — GLASS DLO 315116' MAXSASH WIDTH 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'. 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 E 1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd --1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE 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 AND JAMB. GLASS 8. REFERENCE TEST REPORTS: NCTL-210-3668-1, -1A, -2,-2& NCTL-21"9)9.1, -1A, -2, -2A DLO 1 9. SERIES / MODEL DESIGNATION SH -8100. 10. 1x OR 2x WOOD BUCKOR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Z7° GLASS DLO 112 SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X67' DESIGN PRESSURE RATING +67.51-75.0 Lucas Tumer, RE 2011-11-29 00:54-05:00 PRCPRIEM MOCOlFOE47ML 11!28111 THE NFORNIATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS TURNER, FL. P.E., 58201 6" MAX (TYP) 6" MAX (TYP) /11 • • i�i I • • L t• ......// INSTALLATION ANCHORS, SEE NOTE 2 4" MAX (TYP). 4- MAX (TYP) 8' MAX OC (TYP) F� 14" s B T8" MAX. DO (TMP) INSTALLATION ANCHORS, SEE NOTE 2 MIDSPAN 6" 4" MAX (TYP) 6' -- -- 4 MAX (TYP) L 1M0A1�631p9_C" / L L o 1 MAX4" UNIT 4" HEIGHT 'f / 4 X I ANCHORS, SEE NOTE 6 • . 5318' AA FJ ,-_.� C -*--JINSTALLATION -MAX UNIIT"WroTH� MAX UNIT WIDTH ANCHORS, SEE NOTE 6 INSTALLATIONANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHORS. SEE NOTE4 T14RU FRAME MASON THRU FRAME D THRU FRAME(MASONRY) THRU FRAME (WOOD) MAX UNIT SIZE: 53.18 11761 MAX UNIT SIZE: 53.18 x 78 MAX UNIT SIZE. 38 x 52 MAX UNIT SIZE: 36 x 02 (4W SWEEP LOCKS) (WI SWEEP LOCKS) DP +67.5F75.0 DP +87.5/-75.0 NOTES: DP+07.5 Dp+67.5 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO`DAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DLA ELCO ULTRACON 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 212" SHALL BE ACHIEVED IN ANY DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 38' INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN ANY DIRECTION. 6. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12' INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 111/0812011 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN LUCASA TURNER, FL P.E., 58201 A UPDATED PER NEW FBC REQUIREMENTS 0714 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS p,,%1yORE !# 1DREW W pM%.DOW-S SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 4Py(7��0,, & DOORS 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 1cl A WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) v No 58201 ';P $ 900 SW 44TH AVE. B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * * • ALA, FLORIDA 34474 C. MASONRY- STRENGTH CONFORMANCE TO ASTM 690, GRADE N, TYPE 1 (OR GREATER). ° / : y • 0; ANCHOR SCHEDULE 8 NOTES -LARGE MISE 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE s� 9 $TATE OF .14. IE ATE: CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS iQ.n'•,.�' •�� 8100 ADE FMAIAAMA 100 (FIN WINDOWS), FMAIAAMA 200 (FLANGE WINDOWS),THEWORMATION l EGMAND CONFIDEWIAL 11/x$111 moi, O R 1 �'� �� O EL CLE: NTS FMAAMDMA 250 (BOX WINDOWS), FMA(AAMAMDMA 300(EXTERIOR DOORS). �rOWgyg7Elas� ,ANY OF F09RO STOM �CONTAORD IN THS OIN P ORAS G IS THE SOLE PWHOLEWITHOUT RW SYSTEMS. INC. IS H THE TOM�,4SS/pHA; ENG�� PVC SINGLE HUNG EV. LETTER: B HEET 08/1012008 I 20F8 -.L INSULATED GLASS ED ICE \TED GLASS ED TERLAYER BY DUPONT • ED* • tUqFAL • �� ii' OR SIKAFLIX 552 12 • •• a • • FIXED LITE GLASS TYPE A FULL SIZE 7/8' OVERALL INSULATED GLASS 1/8" ANNEALED 7/16" AIRSPACE 5116" LAMINATED GLASS 1/8' ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8' ANNEALED -DURASEAL BY TRUSEAL PURFECT GLAZE -W OR SIKAFLEX 552 EXTERIOR 12' GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16' AIRSPACE 5/16" LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT 11W ANNEALED URASEAL BY TRUSEAL ) PURFECT GLAZE'H' OR SIKAFLEC 552 12' GLASS BITE SASH LITE FIXED LITE KSASH LITE T PRCPF EOMAND CONRDEWIIA. U ,%x/11 THE Ib"RMATION CONTAINED IN THS ORAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY IC=PRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMSITED. GLASS TYPE B FULL SIZE LUCAS A TURNER, FL. P.E., 56201 7/8" OVERALL INSULATED GLASS 1/8' TEMPERED 7/16' AIRSPACE 5/18" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8' ANNEALED DURASEAL BY TRUSEAL 3) PURFECT GLAZE'ii' OR SIKAFLEX552 12" GLASS SITE 3g 3 18 11 1 3 1 70 15 41 ;i Iji 41 1 p • 6 46 •••••e •• • 0 SECTION VIEW B-B • 12 • s 1 12 • •••••• •• •• •••••• 38 • • 12 i•• • • 9 31• • 12 8 • � /'� 13 6 � 14 5 9 -- 18 1 15 32 5 O 16 40 19 2 41 12 _ 8 38 13 g 14 SECTION VIEW C-C 1 15 ALTERNATE FIN DETAIL 5 O B UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A TURNER, FL P.E., 58201 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 16 REty pt+40r �i�i 2 �• Qiy�iw yyµ�gl7ppgS 41 ITEMS 22,27,28,33-37,43-45 ARE NOT `�eeVPr'.•`�CEfVS•,; SHOWN. ITEM 31 IS NOT USED IN v No 58201 ;�� SW SW 44TH AVE. THIS WINDOW.p * tOCALA, FLORIDA 34474 SECTION VIEW A-A o = SECTION VIEWS 531/8" x 76'- LARGE MISSILE IMPACT 9 =, STATEOF . Ptd •�/�� S ATE: %O�•.,•� 8100 ADE 06/10/2008 PROPMETARYANICOMP00111AL 11/28/11 �. t wjFs •..O Fi %0. 0157. bEL: C LE: THE avoF AATION CONTAINED IN THIS DRAW WG IS THE SOLE PROPERTY OF CUSTOM ��'oQONA�,�N�� PVC SINGLE HUNG NTS SYSTEMS, fss,MACUREPRODUCTION oR DUC ON INPARTORASAWHOEWff �� 8155 � LJ--ITER: HELI: B 40 9 18 11 3 3 21 1 15 INTEF80R 10 41 ;i 1 EXTERIOR • k4l •f••fs 0SECTION 12 • VIEWB-B 12 • 0 TYPICAL HORIZONTAL SECTION • • • • • f • • • • • NOTE: LEFT SIDE SHOWS FIXED LITE CUTAWAY. • • • • RIGHT SIDE SHOWS SASH CUT AWAY •�.-• •I *R ••••• GCICKIG7f ••••• • •••• ••• • 4 • 000 • • 31 f • • ••••• 5 • •• • 12 • 6 8 38 18 9 19 a 2 g 41 12 38 9 ALTERNATE FIN DETAIL SECTION VIEW C-C 5 B UPDATED PER 2010 FBC 11/08@011 TEF LUCAS A. TURNER, FL P.E., 58201 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 2 41 NOTE: JGp`'.PL G' E A+S,y�l.' `? SECTION VIEW A-A ITEMS 22,27,28,33-37,43-45 ARE NOT No 58201 :moi% : 1900 SW 44TH AVE SHOWN. ITEM 31 IS NOT USED IN THIS �' FLORIDA 34474 WINDOW. C d; * :*OCALA SECTION VIEWS 36"x 60- LARGE MISSILE IMPACT STATE OF . 4thRAWN AJ s: ATE: SOV. 8100 ADE 06/10/2008 YwuAWINGISS �s�PROPERTYOFCUSOM �i�FSS� Ric' G�2:, oEL'PVCSINGLEHUNG CLE: G THEIWORMATIONCONTAIN�mIN NTS CWS-155 _ WINDOW SYSTEMS. INC. ANY WPoTTENN PERMISSION OF CUSTOM WMDOW SYSTEMS, INC. IS PROHIBITED. WYE I��QNAt1 ��` EV. LETT HE 5OF8 a m N � O F- N = � a m N i1 i X x x x S BEHIND • F �i"TALLER • • • •• EXTERIOR • SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND - FLANGE BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS INTERIOR FINISH INTERIOR FINISH BY OTHERS • � =0 • •• :O • BY OTHERS • •tr P.r SEALANT BETWEEN BUCK O INSTALLATION ANCHOR, 3116° DIA - AND OPENING BY OTHERS MASONRY SCREW WITH WASHER y 212" MIN. EDGE DIST. CONCRETEIAAASONRY fD1ALTERNATE PRECAST SILL DETAIL BY OTHERS CONCRETE7MASONRY [C] 5� SECTION ti 11/4' MIN. EMBEDMENT '. CONCRETE/AASONRY a o � o • o s BY OTHERS e EDGE O [C] �• O• • O a y • Y •4 O'♦ s. I •A'e EXTERIOR FINISH 81 OTHERS• • • • • 000000 T S BEHIND • F �i"TALLER • • • •• EXTERIOR • SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND - FLANGE BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS • • • 1/4° MAX SHIM [B] i�'1 • • • • INSTALLATION ANCHOR, 3J16' DIA • • MASONRY SCREW WITH WASHER pp • • • • THRU SCREW SUPPORT 11••x•• [Cl O• •O• INTERIOR FINISH O• •O 0= • BY OTHERS • � =0 • •• :O • CONCRETE/MASONRY— • •tr P.r BY OTHERS O INSTALLATION ANCHOR, 3116° DIA - • MASONRY SCREW WITH WASHER y THRU SCREW SUPPORT CONCRETEIAAASONRY fD1ALTERNATE PRECAST SILL DETAIL BY OTHERS CONCRETE7MASONRY [C] 5� SECTION ti 11/4' MIN. EMBEDMENT 1 BY WOOD BUCK BY OTHERS. 212' MIN. EDGE IA1 [C] DIST! 4 d • • • 1/4° MAX SHIM [B] i�'1 • • • • INSTALLATION ANCHOR, 3J16' DIA • • MASONRY SCREW WITH WASHER pp • • • • THRU SCREW SUPPORT 11••x•• [Cl O• •O• • ' •R O O O p • • O• •O 0= • [C] • � =0 • •• :O • X00 � • •tr P.r O O. O•• e•• �A• Oy • � ' • O• O• CONCRETEIAAASONRY fD1ALTERNATE PRECAST SILL DETAIL BY OTHERS CONCRETE7MASONRY BY OTHERS HIGH STRENGTH STRUCTURAL VERTICAL GROUT BY OTHERS 7 FRAME (MASONRY) SECTION 1 BY WOOD BUCK BY OTHERS E [A) XTERIOR FINISH PERIMETER SEALANT BY OTHERS BY INSTALLER T7 HORIZONTAL SECTION FRAME (MASONRY) / BACKED WASHER THRU SCREW SUPPORT [C] BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. O 114' MAX SHIM �[B] SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 1 1/4° MIN. EMBEDMENT IL `C] EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER 13)8' MIN. EMBEDMENT ID] 1/4' MAX SHIM [Bl EXTERIOR PERIMETER SEALANT BYINSTALLER EXTERIOR FINK 0 EEXTERIORRSINISH ; P e e : e 1 114' MIN. EMBEDMENT o:! [C] • •tr P.r 1/4° MAX SHIM CONCRETEIAAASONRY fD1ALTERNATE PRECAST SILL DETAIL BY OTHERS 'e ' LUCAS A TURNER, • .a.e •Ma's DIST! 4 d •4 O'♦ I •A'e _ 1 BY WOOD BUCK BY OTHERS E [A) XTERIOR FINISH PERIMETER SEALANT BY OTHERS BY INSTALLER T7 HORIZONTAL SECTION FRAME (MASONRY) / BACKED WASHER THRU SCREW SUPPORT [C] BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. O 114' MAX SHIM �[B] SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 1 1/4° MIN. EMBEDMENT IL `C] EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER 13)8' MIN. EMBEDMENT ID] 1/4' MAX SHIM [Bl EXTERIOR PERIMETER SEALANT BYINSTALLER EXTERIOR FINK 0 EEXTERIORRSINISH ; P e e : e BYOTHER o:! CONCRETEIAAASONRY fD1ALTERNATE PRECAST SILL DETAIL BY OTHERS 7 FRAME (MASONRY) LUCAS A TURNER, FL. P.E., 56201 REFERENCE NOTES: [A] SEE NOTE 10, BHT 1 [B] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 212• MIN. EDGE DIST. X17— ICI PRCPRIEMRYAND CONRDEWFAL 11wi1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMA INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WIDOW SYSTEMS, INC. IS PROMBITED. INTERIOR FINISH BY OTHERS s' s' 7/8' MIN. EDGE DIST. ��-INSTALLATION ANCHOR, �' ► #10 WOOD ANCHOR WITH WASHER THRU SCREW A ► SUPPORT [D] A • 2 BY WOOD BUCK 8Y OTHERS T SEALANT BETWEEN BUCK AND OPENING BY OTHERS BY OTHERS rel HORIZONTAL SECTION 7 FRAME (WOOD) INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] BOTTOM SWEEP LOCK ACINATED ONLY DURING HURRICANES. (SEE NOTE 6, SHT1) SEALANT UNDER SCREW HEAD BY INSTALLER. 1/4° MAX SHIM [Bl 1 1/4° MIN. EMBEDMENT [c] 212' MIN. EDGE DIST. [C] t SHEATHING 1 12" MIN. EMBEDMENT BY OTHERS [EI EXTERIOR FINISH :•44 INSTALLATION ANCHOR, #8 WOOD SCREW W/WASHER BY OTHERS ..,• IEA SEALANT BEHIND FIN i0 BYINSTALLER 'OVp Z BY WOOD BUCK BY OTHERS [A] WINDOW WRAP a 4 BYINSTALLER 114" MIN. EDGE DIST. [E] 00 1/4• MIN. EDGE DIST. (E] PERIMETER SEALANT BY INSTALLER1A1• MAX SHIM �1/4" 2 BY WOOD BUCK IBI • • •0000• • • • • • • • MAX. SHIM [B] BY OTHERS [A] • • • • • • • • INSTALLATION ANCHOR, • • • • • • • • • • #8 WOOD SCREW WITH • WASHER •••••8 • •• •• •• [EI 0000• • •• 6000•• • • 0 • • • 0 0 • 1 1t2° MIN. EMBEDMENT 0000• - • • 00 0 •0000• 00* 0:•800 0000 SHEATHING d•q.d•e • • • • • BY OTHERS 8 d• ea a� •8•••• 0008 0 0 EXTERIOR FINISH • • • • BY OTHERS WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN L BYINSTALLER PERIMETER SEALANT BYINSTALLER BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES (SEE NOTE S. S14T 1) � HOR¢ONTAL SECTION 1 TRV O REFERENCE NOTES: 114" MAX SHIM IBI [A] SEE NOTE 10, SHT 1 SEALANT BEHIND FIN [e] SEE NOTE 2&, SHT 2 BYINSTALLER [C] SEE NOTE 4, SHT 2 ID] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 B UPDATED PER 2010 FBC 1 110 8/20 1 1 TEF PERIMETER SEALANT BYINSTALLER . 1/ ENMi4�. oGE DIST. [E] i LUCAS A. TURNER, FL P.E., 56201 A JUPDATED PER NEW FBC REQUIREMENTS 107107/2008 Pilo vge 2 BY WOOD BUCK tttttttN t4�� WINDOW WRAP BY INSTALLERRtP •• BY OTHERS [A] ,apt MWIN]DOWS&DOM J��9 P' G E .... S� EXTERIOR FINISH d. INSTALLATION ANCHOR, +,�JV�'•�'� 'paF� BY OTHERS #8 WOOD SCREW WITH WASHER v No 58201 -P 900 SW 44TH AVE. [El*, s �y - ALA, FLORIDA 34474 * STALLATION DETAIL FIN - LARGE MISSILE IMPACT SHEATHING BY OTHERS I Im MIN. EMBEDMENT ; $TATE Of . w: R S: � ATE:os/1a2Dos (Typ) ;off.•• w�- aloo ADE p ShB OOFCUSTOM •�F,S' ...0 R� � ea:� DEL: E: NTS NO.. GALE VERTICAL SECTION THE INFORMATION CONTAINED DRAWING IS >� PROPERTY WITHOUT PVC SINGLE HUNG 81 FIN (WOOD) WMTTEN PERMISSION CF USTWINDOW SYSTEMS,INC. ANY �OM WINDOW SYSTEMS.DUCTION IN PART .IINC.IIS PROWeiTED. RAS A WHOLE THE,,�IS0ONA141% Iltttttftt EV. LETTER: B E : 8 OF 8 2=3 Fiorlde BUlding Code Online D Honda DFpdR(i1?flt ! SCIS Home Log In ; User ReohAmflon { HotTopto3 f SubmitSurcharge Stats &Rads G pubHmflons E PBC stag ( ects Site Map Unm { Search Busines�'>> Professi nal Regulation Product Aooreval Manu > Fmduat or Anoka an Search > Anollaatlan Ust > Applaw dan Data& FL FL14850-R1 Application Type Reviabn Code Version 2010 AppDeatbn Status Approved Comments Archhre Product Manufacturer Custom Window Systema Inc. Address/Phone/EmB® 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlefevmocws.cc Authorked Signature Michael Wevre ndafevreem.cc Technical Representative Brian Tenace Addr /Phcne/Emell 19M SW 44th Ave. Ocala, FL 34474 (352) 366-6922 Ext 291 btenace0cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 ,jthonpson@cws.cc Category Erderbr Doone Subcategory Swinging 6derbr Door Assemblies Compllence Method Evaluation Report from a Fbrlde Registered Architect or a Licensed Florida Professional Engbwer i Evaluation Report - Hardcopy Received Florida Engineer or Architect horns who developed the Lucas Turnor Evaluation Repot Florida License PE -58201 Quality Assurance 6rtlty Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Valldated By Steven M. Utich, PE Validation C hecift - Hardcopy Received Certificate of Independence FL14850 R1 COI EvalRen CWS -641A (SD -8750, IMPACT).Ddf Referenced Standard and Year (of Standard) Mandffid I= • • • • • • • • • • •Ai1MAfflWWC W101AS.2/A-440 2005 • • • • • • • • • M E 1300 2004 • • • • • • • • E 1MB 2005 •• ••• •• • • • •11STM ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Prodntt Stands 000 ' • Certified By . .. • . . . • . sea, . • Sections from the Code .... ....... . . ..... . .. . v w .Awk eb 11d]ng.Cmg/R/pr_app A. iCG1Mb tktlF add; f 3F3pdVJMUWQJ%2b1MdMtF4%MoA%3OM vl[' 2=13 Florida BulIc9ng Code Onilne Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 1$/20/2011 Date Approved 01/31/2012 Centart Ile :: 104a North Monme St eeL Ta08hassee FL 32309 Phone: 89a-4874624 The State of Florida Is an A4(ff0 employer. Coovrlaht 2a97-2010 State of Fhhdde.:: Privacy Statement :: AcceasiblMyStatutnentn Refund Statement Under Florida laws small addresses ata public records. If you do not went your e -mall address released In response to a public -records request, do not sand electronic mall to this entity. Instead, contact the offlas by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective Ober 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department vA h an small address If they have one. The smalls provided may be used for official communication wah the aoansee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department whh an email address which can be made available to the public To determine If you are a licensee underChapter455, F.S., please dick here . Product Approral Accepbn El Fig EE El •• as: •• •11 • • •• • ••• • ••• •0 6 • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • wwwfiorid9Wld1ng a94r/pr_W A-mF?WwwWA& uM IFARDuModt;(©F3pVt UR)QJ%2b1601MAgfF4%aKoAe &i%3d W PLO Nodal, Number or Name Description 14850.1 SD -8750, Impact. S6-8750 French Door w/ SD -8710 Sidelights, Lnpae. Lhnlb of use Installation Instructions Approved for use In HVHZI Yes FL? 4850 91 II 9&5-641A (SD -8750. IMPACTI-odf Approved for use outolde HVHZI Yes Vedffied By: Dices Tumor 58201 Ibltpaet Rasbttent: Yes Created by Independent Third Party: Yes Design Peessuror +70/-70 Evaluation Reports Othen Large Missile French Door w/ Sidelights, Max. French Door FL14850 R1 AE DuPont PVB ROA 11-0624 01.odf 6' x 81, Malo Single Door 3' x 8', Max. Sidelight 3' x S', DP +/- 70 FL14850 RI AE DuPont SGP NOA i1-0624 02.odf pSf. FL14850 RI AE EyalReD CWS -641A (S"750. IMPACT).odf FL14850 RS AE Mlloon NOA 11-0830 09.Zdf Created by Independent Third Party: Yes Centart Ile :: 104a North Monme St eeL Ta08hassee FL 32309 Phone: 89a-4874624 The State of Florida Is an A4(ff0 employer. Coovrlaht 2a97-2010 State of Fhhdde.:: Privacy Statement :: AcceasiblMyStatutnentn Refund Statement Under Florida laws small addresses ata public records. If you do not went your e -mall address released In response to a public -records request, do not sand electronic mall to this entity. Instead, contact the offlas by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective Ober 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department vA h an small address If they have one. The smalls provided may be used for official communication wah the aoansee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department whh an email address which can be made available to the public To determine If you are a licensee underChapter455, F.S., please dick here . Product Approral Accepbn El Fig EE El •• as: •• •11 • • •• • ••• • ••• •0 6 • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • wwwfiorid9Wld1ng a94r/pr_W A-mF?WwwWA& uM IFARDuModt;(©F3pVt UR)QJ%2b1601MAgfF4%aKoAe &i%3d W 40" MAXSINGLE DOOR WIDTH 26 518" GLASS DLO A 97'HEIGHT E IT HE IGHT 37 518" PANEL 81171 666 ' • • 6••6 6•I �••• • � 96 3116' • 0 O PANEL•••6c B B 0:•• IREIGHT • • • 1• • 0 6666• f :6.6 • 843;16716,$•� ••• f• ••• • GLAD TdbTE4 6666•• ••s•• 8 112" • •6000• A 6666•• •••••s • •• S141CKIOR 0!� 6.66.6 6 6• • NOTE: HINGE SPACINGS ARE 801/2'6FRdIA ENDS f • "it A MAX OF"IbR JyENTER F8R 81"TO 97" UNIT HEIGHT. 0 0000 DESIGN PRESSURE RATING +70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1-3 ANCHOR DETAIL & NOTES.................4 GLAZING DETAIL..................................5 SECTION VIEWS..................................6-8 BOM.. ....................................................9 EXTRUSIONS......................................10 INSTALLATION DETAILS .................... 11-14 79" MAX FRENCH DOOR WIDTH • —�{-375/8" I PANEL WIDTH C 26 5/8' GLASS DLO 97" R UNIT HEIG 1 1 95 3116" D X X PANEL D HEIGHT FLUSH BOLT oN WACTIVE SEE PANEL 84 3116" NOTE 4 GLASS C FRENCH DOOR 36 3/16" MAX UNIT WIDTH 33518" SIDELITE WIDTH 22 518" GLASS DLO 97" MAX _ UNIT HEIGHT I 94 518" F O ( F SIDEUTE HEIGHT 83 518" GLASS DLO E U— SIDELITE LumA T1 . P E 2011-12-0709.'36-05.00 ZZ PROPf[IrUIRYAND CO FIDEVIu. 12!07/11 THE INFORMATION CONTAINED IN THIS ORAWM 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. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2 GLAZING DETAIL (SEE SHEET 5) & APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDEUTE(S), FRENCH DOOR(S), FRENCH DOOR(S) W/SIDELITE(S), SIDEUTE NON ATTACHED 4. LOCK OPTIONS 'UPTO 6'8": ADOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36'1 &MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34'5 C.MULTIPOINT(4PT)(HANDLE SET @341. *ABOVE 58": AMULTIPOINT(SPT)(HANDLE SET @ 34'). 5. 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-1 300. 6. ANCHORAGE. THE 33113010 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE & ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761 -1,1A, 1 B, 1C, 2,2A 10. 1 x 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. SERIES / MODEL DESIGNATION: SD -8700, FD -8750, SLT-8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO 13E THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEAD13OLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: )Q -OPERABLE DOOR, O= FIXED PANEL P.E. UPDATED PER 2010 FBC 111/14/20111 SW 44TH AVE. A, FLORIDA 34474 GENERAL NOTES It ELEVATIONS - IMPACT 8700-8750 RAWN BY: ADE ATE: 12/52011 PVC SWING DOOR wG_ No"CWS-641 EV. LE ER: A 1 OF 14 151318" MAX UNIT WIDTH 36 3116" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 518" 37 518" MAX PANEL WIDTH PANEL WIDTH 94 5B" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS iC " % 1 E 22 5/8° 13 GLASS DLO SIDELITE W/ SINGLE O 95 3116" PANEL HEIGHT 84 3/16" DOOR PAN L GLASS DL m 115 3/15' MAX UNIT WIDTH — 36 3115' MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 518" PANEL WIDTH _ 94 &8" O SIDELITE X HEIGHT 97" MAX PANEL FLUSH 83 516" oLT JPANEL MAX UNOTE INACTIV GLASS HEIGHT11111 UNIT 11 • • • HEIGHT • 22 518" C • ••• •• 1: LUCAS A. TURNER FL.1 14 •000• • • SILL 0 4 • ARE.. GLASS DLO ECHANICALLYFASTENED 94 • • • • • • • Oi y No 5$201 v X SIDELITE • �Z 901 STATE OF • HEIGHT • • • • GLASS DLO TIE INFORMATION CONTAINED IN TIVS DRAWING IS TNM SOLE PROPERTY OF CUSTOM PART OR CMiOLEWITHOUT THE SYSTEMS. INC. ANY ONINSYSTEMS. ... ,A ',��SIO�Aj110 WRITTEN PERMISSION OF CUSTOM WINDOWMNWW INC. IS PROHIBITED. FLUSH • BOLT 0000• •• • •• • • • • • • ETE • • • • • SEE CTIVE PANEL GLASS NOTE 4, ••000 • .LO• 000 ' BHT 1 0000• • / 26 518° • • • • • •••0• • @Wk" OLD GLASS DLO • 86060" • • • • • • • FRENCH DOOR W/ SIDELITES 000000 -�� • • • 0000 76 3115' MAX UNIT WIDTH 36 3/15' MAX 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 518" 37 5/8" PANEL WIDTH DOOR WIDTH 97"MAX UNIT 94 5B" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS iC " % 1 E 22 5/8° 13 GLASS DLO SIDELITE W/ SINGLE O 95 3116" PANEL HEIGHT 84 3/16" DOOR PAN L GLASS DL m 115 3/15' MAX UNIT WIDTH — 36 3115' MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 518" PANEL WIDTH _ 94 &8" O SIDELITE X HEIGHT PANEL FLUSH 83 516" oLT JPANEL SIDELITE UNOTE INACTIV GLASS HEIGHT11111 DLO 11 22 518" C G GLASS DLO 1: LUCAS A. TURNER FL.1 14 SIDELITE W/ FRENCH DOOR SILL 37 5/8" DOOR WIDTH 97" MAX UNIT HEIGHT 95 3/16" PANEL HEIGHT 84 3/16" DOOR PANEL GLASS DLO DESIGN PRESSURE RATING ±7p UPDATED PER 2010 FBC 111/1412011 SW 44TH AVE. A, FLORIDA 34474 ELEVATIONS 8'0" W/ FLUSH BOLTS - IMPACT 8700-8750 RAWN BY: ADE ATE: 12/5/2011 PVC SWING DOOR E: WG. NO.:CWS-641 fEV. A LETTER: HEEf: 2 OF 14 95 3/16" PANEL HEIGHT11111 11 LUCAS A. TURNER FL.1 84 3116" DOOR PANEL VkLL FRAMES ARE.. GLASS DLO ECHANICALLYFASTENED �GEldSF No 5$201 �Z 901 STATE OF 285/8" P rNWCONFmsuTIAL 17/07/11 ., K,.: , P ,i�S • f G H GLASS DLO TIE INFORMATION CONTAINED IN TIVS DRAWING IS TNM SOLE PROPERTY OF CUSTOM PART OR CMiOLEWITHOUT THE SYSTEMS. INC. ANY ONINSYSTEMS. ... ,A ',��SIO�Aj110 WRITTEN PERMISSION OF CUSTOM WINDOWMNWW INC. IS PROHIBITED. 37 5/8" DOOR WIDTH 97" MAX UNIT HEIGHT 95 3/16" PANEL HEIGHT 84 3/16" DOOR PANEL GLASS DLO DESIGN PRESSURE RATING ±7p UPDATED PER 2010 FBC 111/1412011 SW 44TH AVE. A, FLORIDA 34474 ELEVATIONS 8'0" W/ FLUSH BOLTS - IMPACT 8700-8750 RAWN BY: ADE ATE: 12/5/2011 PVC SWING DOOR E: WG. NO.:CWS-641 fEV. A LETTER: HEEf: 2 OF 14 40" MAX 79" MAX FRENCH DOOR WIDTH 36 3/16" MAX SINGLE DOOR WIDTH 37 5/8"SINGLE DOOR WIDTH 37 5/8" 33518- PANEL WIDTH PANEL WIDTH JIDEUTE WIDT 26 5/8" 26 5/8" 26 518" 22 5/8" •••• ••••• • • • 161318" MAX UNIT WIDTH ;ANEL MAX FRENCH DOOR WIDTH 36 3H5' MAX SIDEUTE WIDTH 37 518" 33 5/8" WIDTH PANEL WID 81" % -,1 FLUSH MAX UNIT BOLT 79 3116" HEIGHT 78 518" DOOR SIDELI HEIGHT O X X O HANEL EIGHT 68 3116" 67 5/8" DOOR PANE SIDEUTE SEE GLASS DLO GLASS NOTE 4, DLO g SHT 1 till I GLASS DLO GLASS DLO FRENCH DOOR W/SIDELITES DESIGN PRESSURE RATING ±70 81" MAX UNIT HEIGHT 78 5/8" SIDEUTE HEIGHT 67 5/8" SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH MAX UNIT HEIGHT 79 3/16" 78 5/8" DOOR SIDELITE O X O PANEL HEIGHT HEIGHT 67 518" 68 3116" SIDELITE SEE DOOR PANEL NOTE GLASSj SOT NOT r4 / GLASS DLO DL 22 5/8" 26 5/8" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE MAX BOLT UNIT HEIGHT O SIDELITE 112 3/8" MAX UNIT V 81" 37 5/8" PANEL WIDTH PANEL WIDTH 7 FLUSH MAX UNIT FLUS 215/16" FLUSH HEIGHT BOLT 793/16 BOLT 793116- • • • X DOOR PANEL X X • DOOR • • • • HEIGHT • • • • • PANEL • • • 68 3/16" • HEIG•H=• •� • • DOOR PANEL • • • • • a8 3/16• �Ei GLASS DLO SEE • • DQOR PANg7lu * • NOTE 4, • GLASS DLO } ••••• • • ••tBHT1 8 112" • • • • • • SINPLE"gOR FRENCH DOOR •••••• • • • • • : • • NOTE: HINGE SPACINGS ARE 81/2" FROM ENDS MAX OF215/16"ONCENTER FOR UPTO •••••• • •• • • • •••••4NDA 81" UNIT HEIGHT. • • • •• • •• •••• ••••• • • • 161318" MAX UNIT WIDTH ;ANEL MAX FRENCH DOOR WIDTH 36 3H5' MAX SIDEUTE WIDTH 37 518" 33 5/8" WIDTH PANEL WID 81" % -,1 FLUSH MAX UNIT BOLT 79 3116" HEIGHT 78 518" DOOR SIDELI HEIGHT O X X O HANEL EIGHT 68 3116" 67 5/8" DOOR PANE SIDEUTE SEE GLASS DLO GLASS NOTE 4, DLO g SHT 1 till I GLASS DLO GLASS DLO FRENCH DOOR W/SIDELITES DESIGN PRESSURE RATING ±70 81" MAX UNIT HEIGHT 78 5/8" SIDEUTE HEIGHT 67 5/8" SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH MAX UNIT HEIGHT 79 3/16" 78 5/8" DOOR SIDELITE O X O PANEL HEIGHT HEIGHT 67 518" 68 3116" SIDELITE SEE DOOR PANEL NOTE GLASSj SOT NOT r4 / GLASS DLO DL 22 5/8" 26 5/8" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE MAX BOLT UNIT HEIGHT O SIDELITE 112 3/8" MAX UNIT V 33 5/8" 37 5/8" PANEL WIDTH PANEL WIDTH 7 FLUSH 40" MAX I SINGLE DOOR WIDTH ,4 ;�— PIMPRETARY AR D CCIEMENnU. 12187/11 THE INFORWTION CONTAINED IN THIS DRAWm IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM, INC. ANY REPRODUCTON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PEM41SMON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. MIDSPAN 4" EXTRA ANCHORS 4" 4" 4" SEE NOTE #2 REQUIRED IN WOOD 2„ z INSTALLATIONS. 6 2" 4" 4" 6„ MAX MIDSPAN V MAX6" MAX I 4 FMIDSPAN 6„ MAX 81/2 17" 1 1� 3116" ANCHOR O. THRU 1 T' 1T' MAX MAX O.C. HINGE o.c {t TYP) • .. • 315L1s" .. MAX. • • •• • 0. • • SEE NOTE #2 • •. • • • •�It� �If • •R SIDELITE J p 90• NORM • • 008009 • • • • SIDEUTE DOOR DOOR SIDELITE 1. INSTALL ONE ANCI-IA'AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.1/4" DIA. ITW TAPOON 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 rz SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/15' DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13115' SHALL BE ACHIEVED. 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 IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER FL P.E. 582(11 A UPDATED PER 2010 FI 1 111 41201 1 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. .fillsollott9. INSTALLATIONWOOD MINIMUM SPECIFIC( CAPACITIES FOR PRODUCTS 55 {HHEREI ARE BASEINE D N SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES �,P{SUEE S'T`�,, B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �� G • E••J. y C. MASONRY - STRENGTH CONFORMANCE TO ASTM 090, GRADE N, TYPE 1 (OR GREATER). Z v No 58201 .�� 1900 SW 44TH AVE. * S : OCALA. FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * LE: OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE � �' : ¢ ANCHOR SCHEDULE &NOTES -NON IMPACT WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: �� 9®; STATE OF 4i: FMA/AAMA 100 (FIN WINDOWS) FMA/HAMA 200 (FLANGE WINDOWS), PROPRIE ARYANDCOMMEMML • f ` ,� SERIES: RAVE BY: ATE: THE INFORMATION coNTAm�o ea nes oRnwuaO Is T� sa.e PROPERTY OFCUSTOM i'i�S'� O R 1 P,G �� MODEL:8700.8750 E: �E w�. NO.: 2/5!2071 FMAAA(DMA 250 (BOX WINDOWS), FMA/AAMAAAIDMA 30D(E(7 ERIOR DOORS}. WWINDOWIN INC. ANY REP ON IN�$�sORAS�AP� �� n¢ �b�p�jA iNp•• PVC SWING DOOR EV. LETTER: A NES CWS 641 4 OF 14 z' 4" MAX r 4" 4" 2" MAX MAX AX 7 • •••• •• •••• • •0800• 0000•• • ••0000 FULL SIZE GLASS TYPE A —1" OVERALL —3/16" TEMPERED —5/16" AIRSPACE —1/2" LAMI —3116" ANNEALED GLASS —.105 DUPONT PVB INTERLAYER —3/16" ANNEALED GLASS §I4 JKAFLEX 552 or HENKEL - PURFECT GLAZE I • BITE 1" OVERALL -3116" TEMPERED 3/6" AIRSPACE 7/16" LAMI 3116" ANNEALED GLASS .090 SENTRY GLASS TONOPLAST INTERLAYER 3/16" ANNEALED GLASS A REQUIRED GLASS TYPE FL P.E. 56201 IA I UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: GLAZING - IMPACT 11/14/2011 ADE 1715/2011 1:1 VVG.NO.:CWS-641 A E 5 OF 14 WIDTH HEIGHT MAX sua-rfE MAX siNbLE MAX FRENCH 61" MAX TYPEA TYPEA TYPEA 97" MAX TYPEB TYPEB TYPEB FL P.E. 56201 IA I UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: GLAZING - IMPACT 11/14/2011 ADE 1715/2011 1:1 VVG.NO.:CWS-641 A E 5 OF 14 7 � 4 4s a6 T 35 1 61 18 63 1 4 J INTERIOR 19 $ • • i _ __ 0000•• • • n 54 • • � _ 0000•• • • • • . 0000•• 0000•• •• •• 41 � • • 44 0000• 0000•• 3 • • 0000• 0000 67 56 4 ••i•• • • 0000•• • • • 0000•• 0000••Too ,,I • 0000•• SECTION VIEW B -B • • .0000•• '• •• • INTERIOR ALTERNATE 1 NATE 2 BSS{ i jj*ALTUELl � 1 MORTISE LOCK W/ FLUSH BOLT TIPOINT LOCK a 5 59 LUCAS A TURNER FL P.E. 58201 A UPDATED PER 2010 FBC 1 111 4/201 1 p � ITEMS NOT SHOWN FOR CLARITY: `�� SF 10-12,13,15-17,22,43,48,54,57,58 ,�.UQ,••�� ;pyg� • 6 ITEMS NOT USED IN VERSION SHOWN: J,� No 58201 % -PS 1900 SW 44TH AVE. 2,3,8,9,15,16,25-28,30-34,36-40,43,52,53,60,62,65,66,72,76 +►; # ;* S OCALA, FLORIDA 34474 0 59 2 TLE: SECTION VIEW - SINGLE DOOR -7- PROPI ZOWAND CON OEN71AL 12/07/11 i9 ; STATE OK , tu: 10. .� SERIES: RAWN BY. % T •.A P =.r �� 8700-8750 ADE �i� ATE: 12/5/2011 14 Sg � NREPRODUCTIONINPARTORAASAWHQLEL WITTHHOUTT• •........ R ►®.•' �� ODEL: ALE: ��•iss/p�c�,�� PVC SWING DOOR NTS WG. NO.: CWS -641 SECTION VIEW A -A WRITTEw�TE ON gyRi77EN pp•gISSIN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ��I1811001�t��1� EV. LETTER: A EET: 6 OF 14 INTERIOR 1 68 14 7 7 19 3 66 14 19 3 � 4 61 � 41 18 1 4 4 D) • • • 47 63 •019 I',: • 0 :0090 0.0080 • • • 5 0000 47 12 • 0000•• 3 44 0000•• 3 0000• • 000008 3 4 23 j • • 0000• 7 0000 32 •• •• • • 0 2 6 • • • 0000 1 0000•• • • 0000•• 66 ,r • 0000•• 0000•• 13 • • •• 5 0000•• o•••INT9OR RI • • SECTION VIEW D-D 1 47 5 59 ITEMS NOT SHOWN FOR CLARITY: 0 56 10-12,13,15-17,22,26-28,36-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 6 8,9,15,16,25,40,42,45,46,48,52,53,58,60,74,76 50 51 LLrAS A TURNER FL P.E. 56201 A[UPDATED PER 2010 FBC 11/14/2011 Sic i�7RIE 94 �� OP; V\ •. y zv: No 58'201 ': � : 44TH AVE. LORIDA 34474SECTION VIEW C-C y=ro: 2�CTION VIEW - FRENCH DOOR 9�STATE OF :btu MdN BY: 12/07/11 �� •.� p.'0-8750 ADE ATE:BAL 12/5/2011 fA-L PROPMEWYAWM IS THNY THE INFORMATIONPFtOpmTY OF,,,,�i�sO...*** �,,, C SWING DOORLETTER:�A EET O.: CWS-641 REPRODUCTION IN PAFrrSOLE WINDOW SYSTEMS. ASA WHOLE VA�TM 7 OF 14 • 1� - • 00 1 0000• • • • 0000• 5 • • • 42 • • 0 00.00 • 000000 • T** •• •• 0000• •••••• 0000• 0000 0 a 00 • • • 0000 0000•• • • • 2 0000•• • ••0000 • •00••• • To 0000••P• • • - • INTERIOR SECTION VIEW E -E Iii SECTION VIEW F -F ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMSNOT USED IN VERSION SHOWN: 1 -3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,44-46,48-52,5y456, 58-61,63-71,74,-76 `� PROPF&gM AW D0N:0Qnwl. 1VO7/11 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. IS PROHIBITED. SEALANT APPLIED TO ADJOINING FACES BY INSTALLER SEALANT APPLIED TO ADJOINING FACES BYINSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 1 T' MAX ON CENTER. #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) i�T15�L'1Tn� I�TiYF�'s34�� `•'14% FST: • ,�c.irZF:c.� rcW:-'Lvvxm�iT -ft • • , LEFT or ALTERNATE APPROVED LOCKSETS: AMEX GRADE 2 LOCKSET AND DEADBOLT. NYLON LUCAS A TURNER. FL P.E. 58207 A UPDATED PER 2010 FBC 11/14/2011 NYLON 3ADREW "All, LONmgw— NYLON v ' No 58201 • :�13 : 1900 SW 44TH AVE. * * L OCALA, FLORIDA 34474 * TLE: ; uz BOM - IAfiPAGT OF . 4i: ��Q •lyeSERIES: [RAWN BY: ATE:PROPRum" OCOMPIMIUAL 12107/11 �� •.� p,% •8700 8750 ADE 12/5/2011 THE INFORMATION CONTAR�O I WIINGI E SOLE PROPERTY OF CUSTOM �iS•O�''•�, MODEL: ALE: Nd O. NO.: VdPoTTEN I oaocusToMmn BN PART RAS PROHI�ED OUT ,',��©NA„ ``�, P%C SWING DOORV. LETfERNA HEET: G�WO 1 0 =v •KK ify wl a7r i5V.1-9 ZIe:iEyW.4 r:. 00�:75riT��3i:'yZfiTir�:I7rr111 •��7:liei-�— � �i� �iYiat��`�S1a71•_i•T'.�i�#�:ii;Ll�3�7��:fi7i+iii`•ia�L.r�F17 Lam« — �m�:"'--rirF,'T3E�?L1�:�:.:i�:i:r�_ LEM NUALMN - I" iiLTWi Maw •• ❑ « • iLl in.��9;1171.t_[yiTl G.l��i_•?;7.c1:riT��/cC7 —t:1a('i�_1:1� �t �i"iirii ❑- —• I iiiili��i�3iWiii\i 0 w, mmva'hTT:I:i _ .� . ,.:K 2 Wax o• 67th-� I ;TL I !•;:. • .7;mriwm�;t•� ®"iia ! �� b; . ;t•' l♦ _ �® mom NYLON LUCAS A TURNER. FL P.E. 58207 A UPDATED PER 2010 FBC 11/14/2011 NYLON 3ADREW "All, LONmgw— NYLON v ' No 58201 • :�13 : 1900 SW 44TH AVE. * * L OCALA, FLORIDA 34474 * TLE: ; uz BOM - IAfiPAGT OF . 4i: ��Q •lyeSERIES: [RAWN BY: ATE:PROPRum" OCOMPIMIUAL 12107/11 �� •.� p,% •8700 8750 ADE 12/5/2011 THE INFORMATION CONTAR�O I WIINGI E SOLE PROPERTY OF CUSTOM �iS•O�''•�, MODEL: ALE: Nd O. NO.: VdPoTTEN I oaocusToMmn BN PART RAS PROHI�ED OUT ,',��©NA„ ``�, P%C SWING DOORV. LETfERNA HEET: G�WO 1 .078 DOOR HEAD -1833 17/16" 4•1ii• • .062 • • 1 1 6" • • • DOOR 8ILL-1878 • • • e • 000•:0 • •• • •• 0000• • •• :s0:0• 0:006• • e ••49{w16" • • 6 e0•• 078 • •• • • :•000• • e 0 •1 as" a 7 DOOR JAMB -7880 4 9/16" .078 2 9/Z" SIDELITE-1881 8 4 9/16" —.078 21/1 ia TE-1900 9 ALL EXTRUSIONS ARE 6061-T6 ALUMINUM PVC DOOR PANEL - 6083 r+ tj 1/16° REINFORCEMENT - 1861 im REINFORCEMENT -1860 61 6" 2.261 REINFORCEMENT - 1857 REINFORCEMENT - 1858 2.437 59 .070 –1-180 THRESHOLD -1783 6" I 3"� 080 2" 66 050 ASTRAGAL COVER -1859 FRAME COVER - 1806 Z PROPRIEMY ANO Cawmeana1. 12/d7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. I 318° I 62 SIDELITE COVER -1816 1 15116" 69 1/16" 314" BASE SWE - 1915 6 �� 9/16" 11 1/ 6" 1/16" INSERT, FRONT - 1864 REINFORCEMENT -1862 FL. P.E. 58201 1 1l8� 5 63 1116" DRIP CAP -1817 03 @� 0 380 1 3/4" FILLER -1 1 1/8" 1/8" 5 INSERT, IN ACTIVE PNL -1849 19/16"1 1/16" 13116" 68 INSERT, BACK -1865 616 1.077 3 PVC GLAZING BEAD - 6084 518" 9/16" 64 9/16" HEAD COVER -1840 03/4" 13/16" 1/16" f DRIP COVER -1916 0 U r 00 >V �Z a d z ZUZ� zUzpz ¢¢ zt�Uw Z �ve.va (ri �vzioSv=im a 3 i v Z>- 0�=py 00a F~ mom U ovui d $ N ~0000 U 4 > LZ N = j� 2, w�ww�� m w ga z� ?�� Z� �mm 2,2 fJ U �4 °Op0 w 10 �t _ am�e� � a O w N18 Z O O J �0� M L1 °>�° >m �b 'b yb V b ate .b �b :• y w CL ¢ 4 o U V& 0ZO NO LU� v0 LL (OC 0 - O t o 3S co Q w 2� LL y , llllllllll�li/�� , ,, * •, !� ZW J O tt_ Q � wW w u�m W ¢?a O`OL LLw O w w Cf)iad O �) z y fv a w v ? s , i� n P O �� •.' //n estIIO J $Q Lu N \ F LL MWZ W W2W p;� w Lu QLLIZZO)Q lD F, :DOz— � U Oza �z Q J 111Q LL Of'W aaa z LU LU O� 0 �OZQ ��-- 0) U go Ym �10 ZW m g mg mZZ Yom^ Waw k jw Ww ZO S� �g y �Qw mo JJ Z LZjO �w p20 �j'; > O�W �� 1: >m C� Om 2 pw� m�ut� 8w0 pSgiZu Z ZO SM �iiw 2w UT Zpam- gm mW �M-* m SOW W y - 'e-Zfon� pa0 Um `�� ZZ'e.-W .�� (na s pzO U<n z� e 0 d n�vb b ''p O 'e ea � •D �e • • • • • • • • w gQ _ $� bro> ��s�N •• • • • ••• • �e z^ > �e .�F LL �< o ° b ❑ • . . •• • _ - d t- E ea o O ?;LLI E Z •p60 n Z` • • • • • • • • • • U F y ZY) LL fAw � W Qw � Z •�• ttt•t• •ww i i• i ii i i• 1 i WO gZ < u�m a'— m • •• •• •••••• •• ••• • • m¢ai INSTALLATION ANCHOR, #12 WOOD ANCHOR. @] 1" MIN. EDGE DIST. @] EXTERIOR FINISH 13/8" MIN. BY OTHERS BE�DMENT. @] 1 MIN. 'r 1 EMBEDMENT @] r-2 BY WOOD BUCK • • • • • • • • • • • • i 1/4"_ MAX SHIM [B] 114" MAX SHIM [B] / BY OTHERS. [Aj fP S71TLLER RSEAv' • o • • • 2 BY WOOD BUCK BY OTHERS. • • • • • • • • • • FRAME MEMBERS MUST BE FULLY 1" MIN. • • • SUPPORTED. [A] EDGE DIST. [D] 2 •••o• • o• •• • • • • • • o CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT � • o • • • • • • • AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED • • • • • • • POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL • • • • • BY INSTALLER. BY INSTALLER. • • • • • • • • • • • • • • • INSTALLATION ANCHOR, 0 0 • • #12 WOOD ANCHOR. @] • • •• • • o • o 0 000000 •••• • • __ — _ • • eo INSTALLATION ANCHOR, o • • • �� HINGE ATTACHMENT, #10 WOOD SCREW. [E] INTERIOR 13) ••°'�" 13/8" MIN. PERIMETER SEALANT EMBEDMENT @] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 INSTALLATION ANCHOR, IB] SEE NOTE 20, SHT 4 1 /4" DIA. MASONRY ANCHOR [C] �1HRO 9EO W0 D �� [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 w CONTINUOUS DOUBLE 3116" BEADS OF SEALANT I�TJ' AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY 21METER SEALANT BY OTHERS INSTALLER r /I 4ea�A •'0 4p E 1114" MIN. 7 �— 21/2' MIN. EMBEDMENT [C] G EDGE DIST. [C] / 'WERTICAL SECTION PRaN THIS MAWINY AND IS TI -E OL 1 Or CLI 11 THE INFORMATION CONTAINED N THIS DRAWNO IS THE SOLE PROPERTY OF cUSTHE 1 RAME(WOOD) WINDOW SYSTEMS. INC.OF INPART ORASA WHOLE WITHOUT THE WPoTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A TURNER FL P INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] 2 1/7' MIN EDGE DIST. [C] P d p o p d�pd --��o• o•d• a• v' d' EXTERIOR FINISH BY OTHERS 0 00 81811 $LRER�W • • • •••••• •••• • PERIMETER SEALANT BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] CONCRETE/MASONRY 7 BY WOOD BUCK BY OTHERS BY OTHERS, FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] MAX SHIM [B] • • • �—CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT • AROUND PERIMETER AT ALL INDICATED • POINTS BETWEEN FRAME AND SILL • BYINSTALLER. • e • INTERIOR CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] —CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. CONCRETE/MASONRY BY OTHERS ��q�a �> � D p • • 1 1/4 -MIN. 21/2" MIN. EMBEDMENT JCI Iz oll - ~EDGE DIST. [C] s9 YMDCOffMX0a1TAL 12/07/11 bERTICAL SECTION THE INFORMATION CONTAINED IN TMS ORAW WO IS THE SOLE PROPERTY OF CUSTOM ME (MASONRY) WfhIDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINOOW SYSTEMS, INC. IS PROHIBITED. 114" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 11 114" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR. [C] Aa a2 112" MIN ,a �d EDGE DIST. [C] �AA 4' SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS /F`1VERTICAL SECTION 13 E(MASONRY) REFERENCE NOTES. [AI SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [DI SEE NOTE 5, SHT 4 IEI SEE NOTE 6, SHT 4 LUCAS A TURNER FL P.E. 58201 INSTALLATION ANCHOR,— r MIN. [D] #12 WOOD ANCHOR [D] �� EDGE DIST. EXTERIOR FINISH1110, 1 3J8 MIN. BY OTHERS EMBEDMENT [D] • • �*� IM[el f • n 72SY:7D f l [iV�JTA.'LLER BUCK BY OTHERS. • • • FRAME MEMBERS MUST BE FULLY • • • • • • • • • SUPPORTED. [A] • • • • 0000• • •• • •• • • • • • • • CONTINUOUS DOUBLE 3116" BEADS OF SEALANT 0:608: • • • AROUND PERIMETER AT ALL INDICATED • • • POINTS BETWEEN FRAME AND SIH • • • • • • POO BY INSTALLER. • 0.0000 • •0 006000 •• •• • • 000000 •••• • • • 0000 INTERIOR CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. - INSTALLATION ANCHOR, 114" DIA MASONRY ANCHOR [C] IBPIMETER YERtNSTALLER NT --,II A] 1 j M JI / BY OTHERS 114- MAX SHIM [B] 7 CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. Iq -6 _D44D qp o pie I p q 0 p p 1 114" MIN. �— 2112" MIN. EMBEDMENT[C] �o> EDGE DIST. [C] PROPRIEURYANDMEME IAL 12/07/11 QVERTICAL SECTION THE INFORMCONTAINED CONTAD IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRA E(WOOD) WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF QISTOM W WDOW SYSTEMS, INC. IS PROHIBITED. PERIMETER SEALANT BYINSTALLER LW MIN. EMBEDMENT[D] 1" MIN. EDGE DIST. P] INSTALLATION ANCHOR, #12 WOOD ANCHOR. (D] 2 BY WOOD BUCK BY OTHERS. [A] !iRIOR FINISH BY OTHERS REFERENCE NOTES VERTICAL SECTION IA] SEE NOTE 10, SHT 1 1 FRAME (WOOD) IBI SEE NOTE 283, SHT 4 [CI SEE NOTE 4, SHT 4 [DI SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 OW13 Florida BWidng Code OMine r�()fil� ; Di pafmreie td BCls Home { Log In user Reglabaaon { Mot Topics I Submit Surcharge State S. Fad publications { PBC Stott } =5 Site Map { Links i Saart h Busines,T(� Professional ' public User °' Regulation Pmduct Aoeroval Manu > Pmduat or Aoolltallon Saamb > Anollcatlon Us t > Appgmtlan DOW FL p FL14850-R1 Application Type ISIOn Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systema Inc. Address/Phone/Ernall 1900 SW 44th Avenue Ocala, PL 34474 (352) 368-6922 Ext 207 mlefevtefaws.cc Authorized Signature Michael LaFevre mlafevne@cws.ee Technical Representative Brian Tenace Addrese/Phone/ErrgR 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ent 291 bterlacetil>cxrs.cc Quality Assurance Representative 3eff Thompson Addreso/Phone/EmBU 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ent 221 jtlwnpsongcws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida professional EngInew Evaluation Report - Hardcopy Received Florida Engineer or Architect Norm who developed the Lucas Tumor Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certlfieatiorw, Inc. Quality Assurance Contract Boatlon Date 03/01/2014 Validated By Steven M. Udch, PE f i Validation ChecWbt - Hardcopy Recehred Certftate of In dependence FL14850 R1 COI Evalikep CWS --641A (S�8750. IMPACT).ndf Refere=gg Stell#jrd.pndYeq (of jftideroi 2111QdOm roar • • • • • • • • • AAMA/WDMA/tSA/10I/I.S.2/A-440 2005 • • • • • • • • • • • ASTM E 1300 2004 • • • • • • • • • • • • ASTM E 1886 2005 ASTM E 1996 2002 • ••• • ••• • PA TAS/201/202/203 1994 • ••• • • • • • • • Equivalence d! •Protluc� S and�r�ls • a-00 i i Wv CertMed* . Sections from the Code .... ....... . . .... . . .. . • •• as • • • •• •• wme laIdebWidngAg4 r/pr app_ MA4m�wI3 &t6gt)i;F oOhYOFWWFUR)QJ%2b1WlMAgtF4a/aMcAa/aMM 1/2 ZW13 Florida Building Code Orilns Product Approval Method Method 1 Option 0 Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Contact us n 1949 North Menree Stroet TaOahaasee FL 32399 Phor+e: 650 97-1824 The State of Florida Is an AVM employer. Ceevrtaht 2007-2010 State of Florida. ;; Prtvaty WaEameM :: Aaoesalhillty Statement:: Refund StatameM Under Florida law, email addresses are public records. If you do not grant your a -map 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 traditional mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, affective October 1, 2012, licensees licensed under Chapter 46S, F.S. must provide the Department atrh an small address U they have one. The smalls provided may be used for official communication ash the Rearrests. Hogrever smog addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address vkhk h can be made avallable to the pubgm To determine If you are a licensee under Chapter 455, F.B., please dick ham . Prodwell Approusd A•ceptin El Egg eChec6 ED •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • CFe �E�AA 4: S ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• v wwlwkl l Mcg g.org/Pr4w aW V.dW?pa&rFwRiEVX quH?FzfePmWoGhYGF3pVYOFUR )QJ%2biMMAgtF4%MKoA%3d-/.M ?l2 FL* Hodey Number or Name Description 14850.1 SD -8750, Impact. SD -8750 French Door w/ SD -8710 Sidelights, Inde. *Lithe of Use mittallaUon bgshwdorm Approved for use In HVHZt Yes ELLMD 1 IY CWS -641A (SD -875O_ IMPACT).odf Approved br use outside HVHZ: Yes Ver(fled liar: Lucas Tumor 58201 btpact Mallartanti Yes Created by Independent Third Party: Yes Design pressure: +70/-70 Evaluation Repol!ts *then Large M4islle French Door w/ Sidelights, Max. French Door FLI4850 R1 AE DuPont PVS NOA 11-0624 01.odf V x 8', Max Sftb Door 3' x 81, Max. Sidelight Y x 8', DP +/- 70 FL14850 R1 AE DuPont SGP NOA ii -0624 02.odf par. FL14850 R1 AE EvalReo CWS -641A (SD -8750, IMP-ACT).odf FL14950 Rl AE Mlkmn NOA 11-0830 09.odf Created by Independent Third Party: Yes Contact us n 1949 North Menree Stroet TaOahaasee FL 32399 Phor+e: 650 97-1824 The State of Florida Is an AVM employer. Ceevrtaht 2007-2010 State of Florida. ;; Prtvaty WaEameM :: Aaoesalhillty Statement:: Refund StatameM Under Florida law, email addresses are public records. If you do not grant your a -map 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 traditional mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, affective October 1, 2012, licensees licensed under Chapter 46S, F.S. must provide the Department atrh an small address U they have one. The smalls provided may be used for official communication ash the Rearrests. Hogrever smog addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address vkhk h can be made avallable to the pubgm To determine If you are a licensee under Chapter 455, F.B., please dick ham . Prodwell Approusd A•ceptin El Egg eChec6 ED •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • CFe �E�AA 4: S ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• v wwlwkl l Mcg g.org/Pr4w aW V.dW?pa&rFwRiEVX quH?FzfePmWoGhYGF3pVYOFUR )QJ%2biMMAgtF4%MKoA%3d-/.M ?l2 40" MAX SINGLE 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 79" MAX FRENCH DOOR WIDTH DOOR WIDTH 2 GLAZING DETAIL: (SEE SHEET 5) GLASS DLO ±70 37 518" 37 5/8" PANEL WIDTH 1-3 PANEL WIDTH 265/8" GLAZING DETAIL..................................5 Uu ATn"er.PE. SECTION VIEWS..................................6.8 BOM......................................................9 GLASS DLO EXTRUSIONS......................................10 ••••A 81/2" 5. DESIGN PRESSURES: PANEL C • 0000 E-1300 0000•• PRESSURE, AND GLASS TABLES ASTM E-1300. 84 3116" 6% ANCHORAGE: THE 331/39/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 97" MAk • • I DLq Cd=I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS ARE PROCESSED AND l-f�IG�I� 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1B, 1C, 2,2A 36 3/16" MAX UNIT WIDTH • • 0000• TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT 22 518" GLASS DLO • 11. SERIES / MODEL DESIGNATION: SD -8700, FD -8750, SLT-8710 IZ SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION *X! AND'O' STAND FOR THE FOLLOWING: OPERABLE DOOR, • ••• • •• • ••• • X x 15' • �EL X • • HEIGHT • • *sole FLUSH • • • • • • ••• BOLT ON • INACTIVE • : • • 84 �1• ��E! 000]: SEE PANEL • GLA • Na'� 4 • • 4 • DL • • • • • • 8 1/2" �NOTE 0000 A i SINGLE DOOR FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" 33 UNIT HEIGHT. E 97" MAX UNIT SIDELITE 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE DESIGN PRESSURE RATING 26 5/8" 2 GLAZING DETAIL: (SEE SHEET 5) GLASS DLO ±70 3. APPROVED CONFIGURATIONS: SINGLE OL TSWING, SINGLE OUTSWING W/ SIDELTTE(S), TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1-3 ANCHOR DETAIL & NOTES. ................ 4 GLAZING DETAIL..................................5 Uu ATn"er.PE. SECTION VIEWS..................................6.8 BOM......................................................9 EXTRUSIONS......................................10 INSTALLATION DETAILS .................... 11-14 E 97" MAX UNIT SIDELITE 2011-12-07 093605:00 zx. PROPRfLr ANDC0NFWM U. 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. IS PROHIBITED. LUCAS A TURNER FL P.E. 58201 IA I UPDATED PER 2010 FBC rW 44TH AVE. FLORIDA 34474 11/14/20111 LE: GENERAL NOTES & ELEVATIONS - IMPACT SERIES: 8700-8750 RANI BY: ADE ATE: 17/5/2011 MODEL. PVC SWING DOOR C E: WG.N .:CWS -641 .LETTER: A HE 1 OF 14 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 26 5/8" 2 GLAZING DETAIL: (SEE SHEET 5) GLASS DLO 3. APPROVED CONFIGURATIONS: SINGLE OL TSWING, SINGLE OUTSWING W/ SIDELTTE(S), FRENCH DOOR(S), FRENCH DOOR(S) W/SIDEUTE(S), SIDEUTE NON ATTACHED 4. LOCK OPTIONS 97" MAX •UPTO 6'8": UNIT ADOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36') HEIGHT B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34-) C.MULTIPOINT(4PT)(HANDLE SET @34'). *ABOVE 58": AMULTIPOINT(5PT)(HANDLE SET @ 34"). 95 3116" 5. DESIGN PRESSURES: PANEL -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM HEIGHT E-1300 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 84 3116" 6% ANCHORAGE: THE 331/39/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GLASS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR DLq Cd=I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1B, 1C, 2,2A 36 3/16" MAX UNIT WIDTH 10. 1 x 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 22 518" GLASS DLO OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -8700, FD -8750, SLT-8710 IZ SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION *X! AND'O' STAND FOR THE FOLLOWING: OPERABLE DOOR, O= FIXED PANEL. 2011-12-07 093605:00 zx. PROPRfLr ANDC0NFWM U. 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. IS PROHIBITED. LUCAS A TURNER FL P.E. 58201 IA I UPDATED PER 2010 FBC rW 44TH AVE. FLORIDA 34474 11/14/20111 LE: GENERAL NOTES & ELEVATIONS - IMPACT SERIES: 8700-8750 RANI BY: ADE ATE: 17/5/2011 MODEL. PVC SWING DOOR C E: WG.N .:CWS -641 .LETTER: A HE 1 OF 14 1513/8n MAX UNIT WIDTH 36 3/16" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH PANI;LOWISTH PANEL WIDTH 94 5/8" SIDELITE HEIGHT 83 518" SIDELITE GLASS 22 5/8" GLASS DLO 0 0 115 3/16" MAX UNIT WIDTH — 36 3/15' MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 5/8" PANEL WIDTH ® X PANEL SIDELITE HEIGHTX HEIGHT I 0000•• FLUSH i 83 518" BOLT DOOR PAN L SIDLITE • 9-P MAX DLC • • DLO NOTE 4 � • • • • �IAX • • • • 22 5/8" C • UNIT • • SIDELITE W/ FRENCH DOOR • HEIGHT • 0000 • 000009 • • • •• • • • • 0000• • • •••• • • 94: 18" • •• X 0 0 00 • SIDEIJTE- - • • • • HE UI� 1 i • • • • FLUSH •0000• BOLT • • >Xii 5/8" • • • • • ON •�•••• 00000 SEE INACTWE PANEL • ••A •DIAis NOTE •••, /N 0000•• •• i 0000 22 5/8" 26 518 - GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 76 3116" MAX UNIT WIDTH 36 3116" MAX 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 5/8" 37 5/8" PANEL WIDTH DOOR WIDTH 97" MAX F , 71 B UNIT 94 5/8" SIDELITE HEIGHT 83 518" SIDELITE GLASS 22 5/8" GLASS DLO 0 0 115 3/16" MAX UNIT WIDTH — 36 3/15' MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 5/8" PANEL WIDTH HEAD 95 3/16' I PANEL HEIGHT 84 3116" DOOR PANEL 14LL FRAMES ARE GLASS DLO PAECHANICALLY FASTENED xz 265/8" YANDcO Fwf RmL 12/07/11 GLASS DLO THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W04DOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 37 5/8" DOOR WIDTH I 97" MAX UNIT 12 HEIGHT 95 3/15' PANEL HEIGHT --OW DOOR16IPANEL GLASS DLO DESIGN PRESSURE RATING ±70 ® X PANEL SIDELITE HEIGHTX HEIGHT I FLUSH 84 3/16" 83 518" BOLT DOOR PAN L SIDLITE INACTIv DLC GLASS SEE PANEL DLO NOTE 4 � jSHT 1 22 5/8" C G GLASS DLO 1: 14 SIDELITE W/ FRENCH DOOR HEAD 95 3/16' I PANEL HEIGHT 84 3116" DOOR PANEL 14LL FRAMES ARE GLASS DLO PAECHANICALLY FASTENED xz 265/8" YANDcO Fwf RmL 12/07/11 GLASS DLO THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W04DOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 37 5/8" DOOR WIDTH I 97" MAX UNIT 12 HEIGHT 95 3/15' PANEL HEIGHT --OW DOOR16IPANEL GLASS DLO DESIGN PRESSURE RATING ±70 p 2 2 z p �f nLL0 rc�7 mQ \�\ co�zw eo a P O ci w w \\\ 2 " J 4- O x a° u T w r r r rq F s' ` '� '�; ' ✓4 J to p A — E �vd �F cnn C9p W �q apJ2 m p O 3 ,��u�jaO��,,� PJ ual(9 J LU SOW mp = rf�S n 65 x m 0)2 Mu m z2 Na p �d p �r � � m�� S �g "� X°zvi " CL_o ZDa 2 = aS it 2 w ��o ED J mzw � �g Er ZD rib C7 WO %m X w ds � D o(0o z \ n$w ooZgw z U� ..- 0 (qN2 W W W d ru M Y �~ _ ^tea naW X �� N Sir r m¢ \\\ w N<z b pp LL •OCT••• • • • • �� 40•• zto 2 F- �� • (im• • }�I� LLJ• J low co N • • • • gJ O�• J • 'nJ O a •• .•• • m�v�. Z• C)LU o \\� u) a ••• • �O • • • to O ••• i • M • r •• • i i— • . r ��2 m�C�O t� • •• • • • Of LU • • g� LU �It p gU zzQC7 J _ J r� n�ax (IDp m iQ OD z wi z � • � • • • • • • • • • • • •• •• • • • •• •• MIDSpAN 4" EXTRA ANCHORS 4" 4" SEE NOTE #2 REQUIRED IN WOOD 2" 2" 6" MAX INSTALLATIONS. 6 2" 4" 4" 6" MAX MIDSPAN 2" 6' MAX 6" MAX �4" �MIDSPAN 6" MAX 8112" •7" �- 12 3/16" 7� ' ( ANCHOR P0000: I r % r 17" THRU •• 17" MAX MAXO.C. HINGE • O.C�(TYP) • • 21 5/16" • MAX. • • • •• • SEE NOTE #2 --� • •s 0-660 SIDELITE DOOR SIDELITE NOS: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/15' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 1 /4" 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 21;2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 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 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES 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 ANY DIRECTION. 3;15' DIA ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 13;15' SHALL BE ACHIEVED. 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 LUCAS A TURNER FL. P.E. 58201 A UPDATED PER 2010 FBC 11/14/2011 NOT BE USED IN SUBSTRATES WTTH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES ��`�,�,T •tai A MOD- MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) ��`�p�;: '�G E Al g'• G��i�� B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �`JV:' °c•':yc�'L Tovol& C. MASONRY - STRENGTH CONFORMANCE TO ASTM C90, GRADE N, TYPE 1 (OR GREATER). J,: No 58201 I. -P % 1900 SW 44TH AVE. } # ? OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * -TITLE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE 7 0 3 - ANCHOR SCHEDULE &NOTES -NON IMPACT /-� �9 �, STATE OF , TtI: WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: p ; �(v �. ERIES: RAWN BY: ATE: FMA/AAMA 100 (FIN WINDOWS)FMA/AAMA 200 (FLANGE WINDOWS), PRQP YANucO�VrW 12107/11 ��T •.�C ®P; ;a,�� 8700 8750 ADE 92/5/2011 FMAIWDMA 250 (BOX WINDOWS), FMA/AAMAIWDMA 3W(EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAW= IS THE SOLE PROPERTY OF CUSTOM 00", .. R 1 Ca;�` MooEL: PVC SWING DOOR CALF: WG. NO.: CWS -641 WINDO(EXT ) WRITTEN FISSION OF CUSTOM REI ow (SYSTEMS. INC.IiS PROHIBITm OUT THE,I�iS1ONA .LETTER: A EEr: 4 OF 14 4" Z' 4" MAX � 4" � 4" MA C� • •• • • •••• • •• • •• • • •••• • •• • •••• FULL SIZE GLASS TYPE A — OVERALL —3116" TEMPERED —5/16" AIRSPACE 066 • •--11 %W1 X3/16" ANNEALED GLASS A.105 IJPONT PVB INTERLAYER Z4i%* XNNEALED GLASS 9• •9 99.9.9 0000 TFTf=NkC CAFLEX 552 0r L - PURFECT GLAZE'S 0900•• BITE 1" OVERALL -3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMI 3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS REQUll;ED GLASS TYPE FL P.E. 66201 I A I UPDATED PER 2010 FBC P�10REby 'v t� No 58201 :rl : 1900 SW 44TH AVE. * S * L OCALA, FLORIDA 34474 *TLE: GLAZING - IMPACT 9_ STATE OF 11/14/2011 ADE FA 't 12/5%2011 1:1 �a "o. CWS -641 : A HEFT' 5 OF 14 WIDTH HEIGHT MAX SMILE MAX SINGLE MAX FFoim 81" MAX TYPEA TYPEA TYPEA 97" MAX TYPEB TYPEB TYPEB FL P.E. 66201 I A I UPDATED PER 2010 FBC P�10REby 'v t� No 58201 :rl : 1900 SW 44TH AVE. * S * L OCALA, FLORIDA 34474 *TLE: GLAZING - IMPACT 9_ STATE OF 11/14/2011 ADE FA 't 12/5%2011 1:1 �a "o. CWS -641 : A HEFT' 5 OF 14 .J 35 1 61 63 • 18 1 0000• • • 1INTERIOR 4 19 • • 35 0000• lee 19 ••6.0 •09.06 1 1 • • •066• •90• a • 41 0 a 6.96 44 6.909• 000000 3 • • 47 • •9999• 67 � • 000000 •"•" 9• 0• 00006 • • SECTION VIEW B-B �c 30 31 INTERIOR ALTERNATE 1 ALTERNATE 2 Bci a 3 3 1 MORTISE LOCK W/ FLUSH BOLT z MULTIPOINT LOCK a s � LUCAS A TURNER FL P.E. 58201 A UPDATED PER 2010 FBC 11/14/2011 0 ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,43,48,54,57,58 55 6 ITEMS NOT USED IN VERSION SHOWN: z ' No 58201 :�-A : 1900 SW 44TH AVE. 2,3,8,9,15,16,25-28,30-34,36-40,43,52,53,60,62,65,66,72,76 *; * ; * OCALA, FLORIDA 34474 TLE: SECTION VIEW -SINGLE DOOR STATE OF . 4r: i Q �10 SERIES: BY: �E ',,�i�Fs'�.;OR1��'G�a�`, THS OMWOENPROPHtTY OF c�USTOBA YSTE S.IN ANY INS P oNAss wl,� T,� �`� NG DOOR[RAWN �DDEL:87O0-5750 CALE: �4/ONA S 641 ffA�TE:j2f5j2()jjPRY�IN SECTION VIEW A-A . ®m,H«ir WWINDOW INDOW SON EV. LETTERMA � OF 14 INTERIOR 1 68 6411 35 14 7 7 19 14 19 33 65 34 7 � � • 18 0000 • • • 1 4 0000 4 ••• 47 19 •• 0000•• • • - 0000• • 0000 5 64.0 • 0 • 47 12 0000• • • 3 44 • • 0000 3 •0000• 00:00• 4 Jj 4 • • •• • • 4 •0•••• 30 0 2 6 •0••• • • • •• • •• 1 • • • • 66 • ••00•• s • 13 35 INTERIOR SECTION VIEW D -D 3 1 47 5 59 0 ITEMS NOT SHOWN FOR CLARITY: 56 10-12,13,15-17,22,26-28,36-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 55 —� �l6J 8,9,15,16,25,40,42,45,46,48,52,53,58,60,74,76 50 51 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 111/14/2011 56 94 y,PNDE ti -3.- No 58201 :�- % 1900 SW 44TH AVE. * * OCALA, FLORIDA 34474 SECTION VIEW C -C y * ITLE: S � � ; 2. SECTION VIEW -FRENCH DOOR ii, . STATE OF O ��SERIES: RP,WN BY: PROP12/07/11 i0 T • P.' .Z �� 8700 8750 ADE ATE: 9?!5/2011 CUSTOM� ',',�S`14j�pillA �?��,,, MODEL: PVC SWING DOOR SYSTEMS. INC.REPRODUCTION INPART WHOLEWITHOUT EPR EV.LETTER:EET:o.. WINDOW .ANY ORA1313 WAIN OF 14 9 62 53 53 6666 • •• • • 9 2 INTERIOR q 6666•• 40 5 19 6666•• • • • �i 8 • 19 • 6666•• 8P � 6.006• • • • - ••••• 5 42 •••66• 0l0�00 • 0000 62 • 0000 0 4 3 • •0000• 04.000 47 8 • . • .. 4• • • • • • • • SECTION VIEW F-F SEALANT APPLIED TO 6 4 • • • • • 6 • 2 • •• 15 ADJOINING FACES BY INSTALLER • •66 • • �i e; 62 #10 HIX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. INTERIOR 6" FROM TOP AND BOTTOM 1i 17" MAX ON CENTER. Q - G 4 SEALANT APPLIED TO ADJOINING FACES 52 BYINSTALLER #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. 5 (SEE PAGE 1,3 FOR HINGE SPACING) 9 LUCAS A TURNER FL P.E. 58201 rATUPDA TED PER 2010 FBC 11/14/2011 tTv��i�� filij* 9 ITEMS NOT SHOWN FOR CLARITY: .��PS,P.......... 10,11,16,22,28,43,57 �.v�O •• ••:�� Zv : NO small : 1900 SW 44TH AVE. ITEMS NOT USED IN VERSION SHOWN . * ? OCALA, FLORIDA 34474 1-3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,44-46,48-52,54-56, �J +► ITLE' 0• ;¢� 15 58-61,63-71,74,76 `� SECTION VIEW -SIDELITE STATE OF 12/0'1111 .&J SERIES: N BY: ATE: i0 �' T :� P .• 8700-8750 ADE 12!512011 vaauea�saixL THE INFORMTION IN THIS DRAWM IS THE SOLE PROPERTY OF CUSTOM��<issjONALE� MODEL: PVC SWING DOLETrERNTS ESO CWS-641 t SECTION VIEW E-E WINDOW A�y�y� �NINPAR ORAS.Is WHOLE WITHOUT rr� 8 OF 14 •110 op •H.4/:14 *UxOW-;UI-LAI ►tic(mMMI HIIA%;M M0ICML 22 R • ! TH ROD ROD) WMASTER 23H GUIM KQFW- -24 P48=49M 1 HMI--SEY, LEVY or LUCAS A TURNER, FL P.E WMA I UPDATED PER 2010 FBC 11/14/X111 ��Hurngri ,,'S�' pNOREbV lL*`ter 4.QOQ;.� oEitiSF..p, ' � Na 5201 :•9� �a= 13% STATS OF �� •.Fp :��•8700-8750 `4�iS� ......`,�QDEL'PVCSWING v„r„r,�r,.• 1900 SAN 44TH AVE. OCALA, FLORIDA 34474 22 V R L NYLON 5 P, AS GAL, -AAM SHM S 12/07/11 ALTERNATE APPROVED LOCKSETS: T INFORM C� NEDINNY oSeo INGISIN TQSasA ROPWHOERT�m�� WINDOWAMEX GRADE 2LOCKSETAND DEADBOLT. wroTrEx,P> ssovoFCusToa�uaa�oovesrsr®aS.wC.� moo. TLE: BOM - IMPACT ERIES: RAWN BY; ADE12/512011 tA7TE:ram�Ryrwocrooy DOOR °ALE' NTS O'8O'CWS-641 EV. Lt"' A EET 9OF14 �L� �i7 «- - � - ai` �-�yaF•iI1I3�F_\a ILZ ''''' Ii77:TP�:7_1Ti7{r� �rlfT_Tt�il:�`.i3a i 1- �` 'T i' �102• Qi�-i7��i�i�i��<<?�F��a -IIIi__iu �•�t::�l'.::•7� PN`- Ebb 1 VM ©Lam I. ❑�•��i7::.•Ti?1Zti� �i'��`+�'�'��:?.�F;Tcz'L.-ii:r`�•�e1r�l.ilr��si t• • Tiii� K=cLu-f 3TRF?7 LLi :><77_�i F31 rCc7T� �:��[i:«:a-�YF�1 T '•�=Tarr';Ti6F_Li].I�:<:f�cTiall��c��i;3�ii-��3T��ii3i -tili1:71dT� nla Pam ' . r• ��•�� 1F,'S�:�T ;ii��Tj� 31�'t�I:T �>> Il :i �-MLa 1�� •E�I��n:��>��iF•�'��:ii<reix�]i_�.i-d��r�i�a •110 op •H.4/:14 *UxOW-;UI-LAI ►tic(mMMI HIIA%;M M0ICML 22 R • ! TH ROD ROD) WMASTER 23H GUIM KQFW- -24 P48=49M 1 HMI--SEY, LEVY or 36 7 CAP, ASTRAGAL, OUTSIDE NYLON M&M LUCAS A TURNER, FL P.E WMA I UPDATED PER 2010 FBC 11/14/X111 ��Hurngri ,,'S�' pNOREbV lL*`ter 4.QOQ;.� oEitiSF..p, ' � Na 5201 :•9� �a= 13% STATS OF �� •.Fp :��•8700-8750 `4�iS� ......`,�QDEL'PVCSWING v„r„r,�r,.• 1900 SAN 44TH AVE. OCALA, FLORIDA 34474 22 V R L NYLON 5 P, AS GAL, -AAM SHM S 12/07/11 ALTERNATE APPROVED LOCKSETS: T INFORM C� NEDINNY oSeo INGISIN TQSasA ROPWHOERT�m�� WINDOWAMEX GRADE 2LOCKSETAND DEADBOLT. wroTrEx,P> ssovoFCusToa�uaa�oovesrsr®aS.wC.� moo. TLE: BOM - IMPACT ERIES: RAWN BY; ADE12/512011 tA7TE:ram�Ryrwocrooy DOOR °ALE' NTS O'8O'CWS-641 EV. Lt"' A EET 9OF14 �L� �i7 «- - � - ai` �-�yaF•iI1I3�F_\a Qi�-i7��i�i�i��<<?�F��a r_� •7;�'ji�>A9=, � il �•�t::�l'.::•7� PN`- Ebb 1 VM ©Lam I. ❑�•��i7::.•Ti?1Zti� W viiia • • ' �:: i" T r -tili1:71dT� [;'iE7i6_;Ic►;TF_:acyl5►L4T::�u�C=c7:7i7rc73�E��yaF�!_1� 36 7 CAP, ASTRAGAL, OUTSIDE NYLON M&M LUCAS A TURNER, FL P.E WMA I UPDATED PER 2010 FBC 11/14/X111 ��Hurngri ,,'S�' pNOREbV lL*`ter 4.QOQ;.� oEitiSF..p, ' � Na 5201 :•9� �a= 13% STATS OF �� •.Fp :��•8700-8750 `4�iS� ......`,�QDEL'PVCSWING v„r„r,�r,.• 1900 SAN 44TH AVE. OCALA, FLORIDA 34474 22 V R L NYLON 5 P, AS GAL, -AAM SHM S 12/07/11 ALTERNATE APPROVED LOCKSETS: T INFORM C� NEDINNY oSeo INGISIN TQSasA ROPWHOERT�m�� WINDOWAMEX GRADE 2LOCKSETAND DEADBOLT. wroTrEx,P> ssovoFCusToa�uaa�oovesrsr®aS.wC.� moo. TLE: BOM - IMPACT ERIES: RAWN BY; ADE12/512011 tA7TE:ram�Ryrwocrooy DOOR °ALE' NTS O'8O'CWS-641 EV. Lt"' A EET 9OF14 .078 17/16" DOOR HEAD -1833 ••6• 1 • • • 0000 • 0••00 • • •• • -6 • •9�i 0 •0000 • • • • 9 • • • 11/16" ••• • • 1 0000• •• • • 00000 DOOR SI I1, 878 • • • • 0000•• 0000 •0686• 0 90.606 •6.88• • •• •00•66 • • • • 00 4*9/lt 6 • 0• a0 ••68 .078 • • 19/16, 7 DOORJAMB -1880 4 9/16" ALL EXTRUSIONS ARE 6061-T6 ALUMINUM 5.500 PVC DOOR PANEL -6083 REINFORCEMENT -1861 �+ 1.470 U10 u 4 1116" 2.938 -m=M: L REINFORCEMENT -1860 61 �+-- 2.267 I � REINFORCEMENT -1857 REINFORCEMENT -1858 2.437 59 .070 .1-180 THRESHOLD -1783 6" .080 2- 6 ASTRAGAL COYER -1859 FRAME COVER -1806 z ;� PR0PR19VWP=CONFmENnAL 12/07/11 THE INFORMTION CONTAINED IN THIS DRAWING IS T}ff SOLE PROPERTY OF CUSTOM WWOW SYSTEM, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTFE WRITIEN PERMISSION OF CUSTOM W04DOW SYSTEMS. INC. IS PROHIBITED. 1116" 314" DRIP CAP -1817 SIDELITE COVER -1816 115/19, 69 1116" 608 60 A F314" ��' HEAD COVER -18 T40 1 314" FILLER - 1784T BASE SWE -1916 118" 7 1118" 5 L 6 INSERT, IN ACTIVE PNL -1849 1911911 9/16" 1/16" 13116" 1/16" t 68 i 1 1! 6" INSERT. BACK -1865 INSERT, FRONT -1864 1 1/2"1 6 1/16" REINFORCEMENT -1862 616 1.077 i PVC GLAZING BEAD -6084 5/8" 1/16" 64 9/116" HEAD COVER -18 T40 13/16" 1/16" DRIP COVER -1916 UPDATED PER 2010 FBC 111/141201 SW 44TH AVE. .A, FLORIDA 34474 EXTRUSIONS - IMPACT 8700-8750 RAYYN BY: ADE F-w� TE: 12/512011 CALE: G. NO.: PVC SWING DOOR 1:2 CWS -64 EV. LETTER: A ET: 10 OF 1 00 WZ�- ZU QQ d yNfONN gU¢CJ �' r'w' O ZQZ O� OmS mpo h GJ Z ocu O so V 3$ �LL. S ZW U �- N W f �iW-�u 0D W fn Q �2 F- �"� W�S Zt~i> >O �p m y^ �p W co KC-4f-g� ymm LU = W Qa000� w p G7 LU N W Z 0 W p (pi m W� •ba.�L• It LLI (L z Q, ¢� N o U d$ W m Qv zd a p, la Q 0 w g LL ce .auuwai AZ tnW 0 �> ii :g ��% o p p• Q'J m �� f H R:aL U zQ } am d '�i 6 .... �`� , iuulolt MhW J Q' LL �W-w z 0wFW fa oaco Z° ~ zopzz �u voa OOdam y� 0 � a z z > � 6JQ� � qyq F g J >- Z amu. Iu.W Wm �r❑/�QJ OF 2ZZpZ TELL OC'o d0a U ��W �W m }O lco LZ_Zp LL p G� W. mw W.UF- [p g to Yfn ip�a o`i. daggg� ppj ZW g U C WD O I� <Iw °wW m�ali'. 82. W (m( m 8�� O�Z O �� = J �i �w Z � w d O X. W O Q W OO O co O Opm� �� d FzF� zQzz Um -�w p zzFy � �cOYOY o 8�2} Q m OME zP 4 4' n b O p• w o0 f~J z rn_ U LL 00 b 4 0 • • • • • • • • LL SS ZU e�s�e �p•� ••• • • • - -_-- �� y �e �� n� �� • 3� • • � O z bb 0 a �a W • W �� 9 • • • • • • • • •¢ •• • • •• • • • • • • F- UZ •�1 • • • F = Co LLQl c RAJ N w �- (W (L� OW -Li • • • • ••• • • W0 �I Ly} • • • ••• • • • • w z m W� ♦• •• 000 • •• •� INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 1! MIN. EDGE DIST. [D] EXTERIOR FINISH g 13/8" MIN. BY OTHERS o EMBEDMENT. [D] 1 318" MIN. EMBEDMENT [D] 2 BY WOOD BUCK •• • BY OTHERS. [A] i • 114_ MAX SHIM [B] 1!4" MAX SHIM [B] • • • • • v� � � •PERNER SEALANT •BY INSTALLER *see*: • 2 BY WOOD BUCK BY OTHERS. • e • • FRAME MEMBERS MUST BE FULLY 1" MIN. • • • SUPPORTED. [A] EDGE DIST. [D] • • • • • • • • e • • • • • • • CONTINUOUS DOUBLE 3116" BEADS OF SEALANT CONTINUOUS DOUBLE 3/15' BEADS OF SEALANT • • • • AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED 00000 • • • • • • • POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL • • • • BY INSTALLER. BY INSTALLER. :0000 • • • e • • INSTALLATION ANCHOR, • • �• • #12 WOOD ANCHOR. [D] •e•eee • •• ••• 006 • INSTALLATION ANCHOR, • • • • gooses • I HINGE ATTACHMENT, #10 • • • e In " WOOD SCREW. [E] INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. # — CONCRETE/MASONRY RIMETER SEALANT r BY OTHERS INSTALLER f q� qa 1114" MIN. MIN. EMBEDMENT [C] EDGE DIST. [C] vEanCAL SECTION PROPS WRrAWING IS HE SOL 1OF CUSTOM THE INFORMATION CONTAINED W 1}n3 DRAWING IS THE SOLE PROPERTY OF CUSTOM 1 RAME(WOOD) WNIDOWSYSTEMS.INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PEWSSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 44p Vp 1318" MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 /'D�HORIZONiAL SECTION IBI SEE NOTE 2&3, SHT 4 E (WOOD] [CI SEE NOTE 4, SHT 4 [DI SEE NOTE 5, SHT 4 [E] SEE NOTE 6. SHT4 INSTALLATION ANCHOR, 114" MASONRY ANCHOR [C] 2 1(2' MIN EDGE DIST. [C] P o►Cd i PERIMETER SEALANT BYINSTALLER • SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] CONCRETEIMASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 114" MAX. SHIM [B] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] —CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY OTHERS 4egps gA qp �9> gp-p 1114" MIN. 2 1/2" MIN. EMBEDMENT [C] lz 011 - EDGE DIST. [C] rR*4d9 YANDC0tfWEN7RL 12/07/11 VERTICAL SECTION THE INFORAAMION CONTAINED IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM ME(MASO R WSIDOWSYSTEdS.INC. ANY REPROOICTIONINPART ORASA WHOLE WITHOUT THE WPoTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 114" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 1 114" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR. [C] eaa a 'd 21/2 MIN a EDGE DIST. [C] �ad SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS /VERTICAL SECTION REFERENCE NOTES 13 RAME(MASONRY) [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 LUCAS A TURNER FL. P.E. 58201 .P EXTERIOR FINISH BY OTHERS ••• • VritRI lAR SEALANT 6Y INST/kLER • • • • • • • •••••• • • s a • 0:6090 • •• ••••• • •• • • , •••0• 000984 •••••• • • ***e • 1 • •••• •••• PERIMETER SEALANT BYINSTALLER • SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] CONCRETEIMASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 114" MAX. SHIM [B] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] —CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY OTHERS 4egps gA qp �9> gp-p 1114" MIN. 2 1/2" MIN. EMBEDMENT [C] lz 011 - EDGE DIST. [C] rR*4d9 YANDC0tfWEN7RL 12/07/11 VERTICAL SECTION THE INFORAAMION CONTAINED IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM ME(MASO R WSIDOWSYSTEdS.INC. ANY REPROOICTIONINPART ORASA WHOLE WITHOUT THE WPoTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 114" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 1 114" MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR. [C] eaa a 'd 21/2 MIN a EDGE DIST. [C] �ad SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS /VERTICAL SECTION REFERENCE NOTES 13 RAME(MASONRY) [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 LUCAS A TURNER FL. P.E. 58201 INSTALLATION ANCHOR,1" MIN. (D] #12 WOOD ANCHOR [D] �\ i ffi i—EDGE DIST. EXTERIOR FINISH- _0 1318" MIN. BY OTHERS EMBEDMENT [D] •ww • • w 114" MAX SHIM [e] • wwWRIV :• ER SEALANTw• 4113Y I NSTRLLER • .00000 — 2 BY WOOD BUCK BY OTHERS. •wow • • • • FRAME MEMBERS MUST BE FULLY • • SUPPORTED. [A] • w wiw•w• a ww • •• • • • • • CONTINUOUS DOUBLE 3116" BEADS OF SEALANT • • • • • • • • AROUND PERIMETER AT ALL INDICATED • • ••ww• w • POINTS BETWEEN FRAME AND SILL *sees • w• BY INSTALLER. w • •••••• w seems* • • • *sees* • ww ••• •w • wsw•w • • sews** • •www PERIMETER SEALANT BYINSTALLER INTERIOR 21/2' MIN. EDGE DIST. [C] (VERTICAL SECTION E (WOOD) CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA MASONRY ANCHOR [C] E+ 114" MAX SHIM [B] 7 CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY BY OTHERS -1 114" MIN. EMBEDMENT [C] zo� PROPRIEURYMDCONFroeaft 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. IS PROHIBITED. PERIMETER SEALANT BYINSTALLER 13V MIN. EMBEDMENT[D] 1" MIN. EDGE DIST. [D] INSTALLATION ANCHOR, #12 WOOD ANCHOR. (D] 2 BY WOOD BUCK BY OTHERS. [A] EXTERIOR FINISH BY OTHERS REFERENCE NOTES: /f1�VERTICAL SECTION [AI SEE NOTE 10, SHT 1 1 RAME (WOOD} IBI SEE NOTE 283, SHT 4 [C] SEE NOTE 4, SHT 4 [DI SEE NOTE 5, SHT 4 [E7 SEE NOTE 6, SHT 4 FL P.E. 58201 8/18/12 Florida Building Code Ondine dd D-pFofiienv 9c's Home { Log In { UserRegidnitlon { HotTopks { SubmrtSurcharge { Slats BFedo { Puba®tlons { FBC Staff p aCIS SRa Map { Unke { search { Business')" Pr%S5iNal '' Iii: PubtlCUUseer Regulation 11111•Rlel# Produet ADom", Menu > Product er Aoolicetlon Search > Anoll�tlon L,I,et > Applastim Dtftl Application Type Revision Code Version 2010 Application Status Approved Comments AMWed Product Manufacturer Address/Ptrone/Emsll Authorized Signature Technical Representative Addren/Phone/Eneq Quality Assurance Representative Addrese/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Amhhect Name who developed the Evaluation Report Florida License Quality Assurance Wdty Quality Assurance Contract Expbatbn Dets Validated By Certftate of independence Referenced Standar! aM.Yea4(pf Srtasdard) • • • •• • • • • ••• Custom Window Systema Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Eat 207 mlafevmCcws.cc Michael LaFevre mbfevre*cws.cc &ian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 3WS922 Ext 291 btermce*cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompsor1@cws.cc Windows Casenusnt Evaluation Report from a Florida Registered Architect or a Licensed Fbrlde Proliessloial Engineer l Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Cermations, Inc. 03/01/2014 Steven M. thich, PE l ' Vacation Checlft - Mrdcopy Received • i AAMA/WDMA/CSA/101/LS.2/A440.05 • ASTM E 1300-04 • • ASTM E1886.02 ASTM E1996-02 PANAS 201/202/203 ••• • • • • • • • • Equivalence of Prod 4 SW*rds .0. : • • • • • CertMed By • • • • • • Sections from the GOV* • • • • • 06* • • • • • • • • • • • • • •• •• • • • •• •• wwwJlorldobWldl O r/ • • • • • • • • • • • n9• ►g/P Pr aPP dtlsspxiperam�wGEVXQwtDqu4Bg7NfiaG9nY�[MsOW1/xW93.» Yeas 2005 2004 2002 2002 1994 1/2 8/18/12 Florida Building Code Ordine Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 6890.2 840D "I Caesmant impact Window CA -8400 Vinyl F(g/Fln Casement. Limits of use Ifstallatlon Instructloes Appronfed for we In HVHZe Yea EL6890 R4 ii CWS -240A (CA -8400. 40 x 63. IMPACT).odf Approved for use outelde HVHZn Yes Verified By: Lucas A. Turner 56201 Inpact ante Yes Created by Independent Third Party: Yes Desionn Pressures +75/-75 Evaluation Reports Other. Large Missile, 40a x 631, DP = +/- 75 psf, (Impact w/ heat FL6890 R4 AE DuPont PVB NOA 11-0624 01,Ddf strengthened glass, PV8). FL6890 R4 AE EvaIReD CW -240A (CA -8400. 40 x 53. IMPACT). FL6890 R4 AE M&ron NOA 11-0830 09.odf Created by Independent Third Party: Yes WE Contact Us ;; 1940 IYertli Menroe Street Te9ahaeeee FL 32399 Phone: 850-487-1924 The State of Florida Is an AAMO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement i. AfcessibllRv Statement:: Refute Statement Under Florida bray small addressee ate public mwrds. If you do not sent your a -mall address released In response to a pubUc-:emnls request, do not send electronic mall to this entity. Instead, contact the ofPiao by phone or by traditional mail. If you have any questions, please contact 850.497.1389. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Iloansees licensed under Chapter 495, P.S. must provide the Department Dalt an small address If they have one. The smalls provided may be used for official communication Wth the 0canee•. However email addresses ate public record. If you do not wash to supply a personal address, please provide the Department wait an small address ahld::an be made available to the publta To determine H you are a licensee under Chapter 455, F.S., please dict b2MLe Produst Approval Aeceptea 0 99 EB EJ Norton Security,st d : n I, •, _ .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• www.floridabuildl o r/ r_a d 7 ram=wGEVX • u4 7 •NfwG9nYBC(M�IDVxW93.- ng• r9/P P PP_ tLaspx Pa QwiDq Bg 2/2 FL A Modes, Number or Name Description 8890.1 8400 Vhyl Casement 8400 Vinyl Fig/Fin Casement. Idnft of use Installation Instructions Apprmred for we in HVHZi Yes EL6820 R4 II CWS -1618 SCA -8400. IMPACT).odf Approved for we outside HVHZI Yes Verified By: Lucas A. Turrier 58201 Impact Hashrranti Yes Created by Independent Third Party: Yes Destlprn Prressuret +67.5/-67.5 Othen 8400 Vinyl Casement, Large Mile, DP o +/- 67.5 psf, 6valuatlon Itaporb EL6890 R4 AE DuPont PVB NOA 11-0624 01,gdf Max. sbm 370 x 720. FL6890 R4 AE Evaftg CWS -1618 CA -8400. IMPACT).tsdf FL6890 R4 AE Mllavn PM 11-0830 09.tulf Created §y Irde(rondent ThhdPa : Yes 6890.2 840D "I Caesmant impact Window CA -8400 Vinyl F(g/Fln Casement. Limits of use Ifstallatlon Instructloes Appronfed for we In HVHZe Yea EL6890 R4 ii CWS -240A (CA -8400. 40 x 63. IMPACT).odf Approved for use outelde HVHZn Yes Verified By: Lucas A. Turner 56201 Inpact ante Yes Created by Independent Third Party: Yes Desionn Pressures +75/-75 Evaluation Reports Other. Large Missile, 40a x 631, DP = +/- 75 psf, (Impact w/ heat FL6890 R4 AE DuPont PVB NOA 11-0624 01,Ddf strengthened glass, PV8). FL6890 R4 AE EvaIReD CW -240A (CA -8400. 40 x 53. IMPACT). FL6890 R4 AE M&ron NOA 11-0830 09.odf Created by Independent Third Party: Yes WE Contact Us ;; 1940 IYertli Menroe Street Te9ahaeeee FL 32399 Phone: 850-487-1924 The State of Florida Is an AAMO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement i. AfcessibllRv Statement:: Refute Statement Under Florida bray small addressee ate public mwrds. If you do not sent your a -mall address released In response to a pubUc-:emnls request, do not send electronic mall to this entity. Instead, contact the ofPiao by phone or by traditional mail. If you have any questions, please contact 850.497.1389. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Iloansees licensed under Chapter 495, P.S. must provide the Department Dalt an small address If they have one. The smalls provided may be used for official communication Wth the 0canee•. However email addresses ate public record. If you do not wash to supply a personal address, please provide the Department wait an small address ahld::an be made available to the publta To determine H you are a licensee under Chapter 455, F.S., please dict b2MLe Produst Approval Aeceptea 0 99 EB EJ Norton Security,st d : n I, •, _ .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• www.floridabuildl o r/ r_a d 7 ram=wGEVX • u4 7 •NfwG9nYBC(M�IDVxW93.- ng• r9/P P PP_ tLaspx Pa QwiDq Bg 2/2 CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) - 38 IW - MAX OVERALL FLANGE WIDTH — 37' — UNIT WIDTH 35' MAX SASH WIDTH 731/4' MAX OVERAL FLANGE 72' UNIT MAX ♦ HEIGHT \ I 1 3012' —� GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OPPOSITE 61 M O FI H GLASS DLO DESIGN R IN 167.5 F-- 3012' �1 GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE 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. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 5. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS Cr7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd --1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3873.1, 1A, 2, 20k, NCTL-210-3674-1, 1 A, 2,2A 9. SERIES/MODEL DESIGNATION CA -8400. 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 19!RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. GLASS DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X= OPERABLE SASH •9!0 • • • • •000 000000 09 • t• 0 • fat••• 69 • •60.00 990.• 0• • • • 0000•! 0009 • • • s ! • •00.60 !'!•• • 6060• 6!••t! 00004, s t • 60 •• tt 6 0699•• • 00!99• • e • ! f • •/0••• t • , 000.00 LUCAS A. TURNER. FL P.E. 58201 TABLE OF CONTENTS GENERAL NOTES R ELEVATIONS ........................1 38114' Lucas A. Tumer, P.E. 2011-12-07 10:20-05:00 MAX OVERALL FLANGE WIDTH I GLAZING DETAILS. ............. UNIT WIDTH 12/07/11 35' MAX SASH WIDTH EXTRUSIONS & B.O.M THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ............................................5 INSTALLATION DETAILS ............... .....................8-7 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ( ( ♦ \ I 1 kx fR I I ♦ I 1 TIGHT I I wU I 1 IT HEIMAX SA SASH HEIGHT I I / /� I I ( I DESIGN R IN 167.5 F-- 3012' �1 GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE 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. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 5. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS Cr7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd --1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3873.1, 1A, 2, 20k, NCTL-210-3674-1, 1 A, 2,2A 9. SERIES/MODEL DESIGNATION CA -8400. 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 19!RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. GLASS DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X= OPERABLE SASH •9!0 • • • • •000 000000 09 • t• 0 • fat••• 69 • •60.00 990.• 0• • • • 0000•! 0009 • • • s ! • •00.60 !'!•• • 6060• 6!••t! 00004, s t • 60 •• tt 6 0699•• • 00!99• • e • ! f • •/0••• t • , 000.00 LUCAS A. TURNER. FL P.E. 58201 TABLE OF CONTENTS GENERAL NOTES R ELEVATIONS ........................1 Lucas A. Tumer, P.E. 2011-12-07 10:20-05:00 ANCHOR SCHEDULE & NOTES .............................2 "7z GLAZING DETAILS. ............. ...... 3 12/07/11 SECTION VIEW &ALT. FRAME ..............................4 PRCPR@TARYANof�lFIIDENigL EXTRUSIONS & B.O.M THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ............................................5 INSTALLATION DETAILS ............... .....................8-7 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 6• MAX 1212' (TYP) MAX O.C. (TYP) A 6" MAX. (TYP) SEE NOTE 2 B INSTALLATI( lll�ANCHORST A - ANCHOR LAYOUT - (FLANGE) T.'iRU FRAME(WOOD OR MASONRY OPENING) FOR UNITS UP TO 3Tx Y2• ANCHOR LAYOUT - (FLANGE) THRU FRAME(WOOD OR MASONRY OPENING) FOR UPITS UP TO 37•x63• TE 2 4" MA 8" MAX C ITYP) INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FI M THRU NALL WG FW (WOOD OPENING) FOR WITS UP TO 37x 77 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'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. •ANCHOR LAAOU I'(FIN) •• THI�NAILWO FM (•�DC•'FNWG} FOR UNITS UP TO 37ex 6:* • •••••• • ease • • • • 0000•• sees • •alas • 4.3/16" 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 PfjIM JPlj AGE DIST/J?I-1" SHALJ V; • • ACHIEVED IN EITHER DIRECTION. • - S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK • • • A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN EITHER DIRECTION. • • • • *000:0 • S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BIy4CHOW IN EITAR DIRECTION. :*so*: 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B JUPDATED PER 2010 FBC s • • • 12/5/201 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A TURNER FL P.E. 56201 fA IUPDATE TO FHC CHANGES 03/17120( 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=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11 VERSION OF THE REFERENCE DOCUMENTS: PROPRETARYANO CONgDENTRL FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS) THE INFOMM17ON OF CUSTOM WINDOW SYSTEMS. .IINC. ANY REPRODUCTION IN PART OR AS A WHOLWITHHODUT THE FMAIWDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(DRERIOR DOORS). WRI TTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. lWDfl MS & DOORS SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 8400 ADE 5/5/2007 C%1� . NO.: CASEMENT NTSCWS-161 L .L B HEL- : 2OF7 7B" OVERALL 1B" ANNEALED GLASS 7/16° AIR SPACE 5/16" LAMINATED GLASS 1/S" ANNEALED GLASS .ODO DUPONT PVB INTERLAYER 1B" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX 552 u GLASS GLASS TYPE A BITE FULL SIZE 7B" OVERALL 1B" TEMPERED 7116" AIRSPACE 5116" LAMINATED GLASS 1B" ANNEALED .090 DUPONT PVB INTERLAYER 1B" ANNEALED PURFECT GLAZE ii" SIKAFLEX 552 VW OVERALL 1B" HEAT STRENGTHENED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .ODO DUPONT PVB INTERLAYER 11W HEAT STRENGTHENED 23 PURFECTGLAZE"H" SIKAFLEX 552 GLASS TYPE C FULL SIZE GL - GLASS SITE LUCAS A WINDOW AMAX GLASS �.•' GLASS TYPE B SIZE D.P. TYPE ��.•vP; FULL SIZE 37x63 +/- 67.5 A -B PROPRIETARYAND CONFIDENTIAL iiJOilii 1'QR�I THE INFOAA4ATION CONTAININ TF63 DRAWING IS THE SOLE PROPERTY OF CUSTOAA �� 6 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ;I1 WRI TTEN PERA®SSION OF CUSTOM WINDOW FL P.E. 56201 7B" OVERALL 118" TEMPERED GLASS 7/16" AIR SPACE 5116" LAMINATED GLASS 1B" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1B" HEAT STRENGTHENED PURFECT GLAZE ii" SIKAFLEX552 0 • GLASS ME BITE • Fr-;2U:1 TYIV • • • • • • • • • FULL SIZE • • • • •• •• • 0000•• raw • • • • 0000•• 0000 • • • • �7 • • 0000•• 0000 • 0000• 0000•• •• • 0000• " •• •• •• • 000000 •••••• • •• :00:0: • • 0 • • • 0 00 000 • 0000•• • • • •0000• •••• SYSTE998, INC. IS PROHIBITED. FL P.E. 56201 7B" OVERALL 118" TEMPERED GLASS 7/16" AIR SPACE 5116" LAMINATED GLASS 1B" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1B" HEAT STRENGTHENED PURFECT GLAZE ii" SIKAFLEX552 0 • GLASS ME BITE • Fr-;2U:1 TYIV • • • • • • • • • FULL SIZE • • • • •• •• • 0000•• raw • • • • 0000•• 0000 • • • • �7 • • 0000•• 0000 • 0000• 0000•• •• • 0000• " •• •• •• • 000000 •••••• • •• :00:0: • • 0 • • • 0 00 000 • 0000•• • • • •0000• •••• 1a 11 a9 18 15 INTERIOR 51 a 4 � 8 3 :EKTnERIOR ^ -- 52 51 98 4 a 1 3 1 8 1 47 EXTERIOR SECTION VIEW B-B 40 0000 • • 0000 0000•• 52 93 / 0000•• • •• • 0000•• (-� 1 0000•• • • • 4 43 0000 • • 0000•• • 7 I� a • • 0000•• • 4 0000 • 0000• 0000•• •• • 0000• • • • • • •• •• •• • •0000• • • • • •C 2 SECTION VIEW G • • • • 46 9 ALT FIN FRAME • • • • ...... 0000•• SECTION VIEW A-A • • • • • • • • • • • •0006 • • • 0000 B UPDATED PER 2010 FBC 112612011 LUCAS A. TURNER FL P.E. 58201 A 1UPDATE TO FBC CHANGES 03/17/2008 TEMS J� p,NORE1q��l�y,�i 3C�P�•�' sF �p2'. 4,16,17,19,20,25,27,32,34,37,38 1vmIDows&rnwa 2,44,45,50 ARE USED BUT NO v :� No 58201 tom-P 1900 SW 44TH AVE. HOWN FOR CLARITY. * f OCALA, FLORIDA 34474 `Z * 'ro • �= irLe SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC STATE OFTE Q��is•;�O®AjRp 5/5/2007 12/07/11 C COMAI�DI 011}PROPERTY OF CUSTOM D�8 DRAWING S�®�.N•'�� L: CASEMENT NTS .: 16 1TFEIPFO(�hTION CWS- IN�NSYSTEMS. INC. ANY REPDUCTIOINPART RASWHOLE WITH0UT� WPE .IA S 1 , B OF7 Item 0 Part# Description Vendor Material 1 H•603013 FR, CASE, MAIN. HEAD WRON PJC 2 14-60308 FR, CAS., MAIN, SELL MKRON PJC 3 H-80306 FR. CASE, MAIN, JB., REIT MGM— P/C 4 1160308 FR, CASE, MAW, JEL, LET w=N P/C 5 H•6030A FR, C0.SE. W/ FW LIMON PNC 6 FF6008 SASi,CASE. TOP RAL Ro0RON PJC 7 K6008 SAS{ CASE, SOT RAL N11KR NJ P/C B 1}6008 SAS{ CASE., SIDE RAL, HLA MKRON P/C 8 KSS SAS1, CASE, SIDE RAL, LOCK MIKIM P/C 10 H•1592 SCRWJRAIL, SEEM KB'MAR( ALUM 11 K1593 SCREEN RAL, TORSI KO'MARK ALUM 12 GLASS SH=SHE'T3 13 FL3028 S_T.BLK,85MR, 1B°X7f8°XTLa FRANCLOWE RUBBER 14 FL3029 SCREEN LFr-OUT SRdMT 15 83113 SCRMSUFFORIFORPVC TEAM PLASTICS I RUBB6t 16 83195 SMM SPRINGS NO I-OLETIENSION 17 FL3197 SCFMCORNER KW MSM NYLON 18 83217 ASTP., WFOIE LEAF SSM, FRAME AMffiBURY RUBBER 18 FL3718 SCREIN SPlaa.155 DA, BLK DAPA 2D FL3281 SPACER DLIRASSAL,SE_SHET3 OLR.ASEAL TRUSEAL 21 FL3342 SEAMSEALER,SE5504 SC -NEE SILICONE 22 83429 VbSTP, .270 X.187 BACK ULTRA FW, BLACK SASH ULTRAFAB 23 PlRFBrGlAZE-W,SKAFLEt552 HEKEL,SKA 24 FL3539 #8 X 314° QUAD PH TEC ZWC. SdffiN 25 FL3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PH FER 26 FL3587 #8 X V PH PH TEC 2, SS, SRBN FASTENAL SS 27 FL3613 OATS LBL. (LOGO) 2a FL3685 C'S84000MDCERTLABEL, NFRCTAB 29 FL3752 CAP PLM 12° HOLE LSM NYLON 30 PL3881 TEMPORARY LEL. (NFRCJDPI 31 FL3940 &AME R, SS, PVC 32 84003 TE BAR GUIDE ROTO HDME ROTO SS 33 84004 #8&32 X 10 PH PH, M3, SS (ROTO HDME LOCK) FASTEAL SS 34 84005 SUPPORT RATE LCXX, SS, RC5f0 HIMIfE (lie w/84006) ROTO SS 35 FL4= LOCK KILTI-PONT; RDTO HDA E, INIVE ROTO SS 36 R4OD7 ROTO .OPERATORS (FOR LE'll'1RIGHTOPMCASEYHM ROTO SS 37 R4009 TRACK& SLU RASSM, ROIU OPE . ROTO HOM, (13' ROTO SS 38 84010 SRIDBRKT,ROTO ORR,L.H.,ROTO HUM RDTO SS 39 FL4012 SH9fl, ROTO OFERATO R, ROTO HIA E (4J3TNr1) ROTO NYLON 40 FL4014 HANIXE, STD, ROTO OPER, R070 HDWE (WHERE) ROTO ZINC 41 P-4018 HINGES (LffmiGM FOR LE rOR RIGH oO cAamw ROTO SS 42 P4020 SUPPORT WASHER, ROTO OPER, ROTO HIM (SS) ROTO SS 43 P4021 6&32 x 3/4° Quad FH Wins, Lead, NS, SS, ROTOOP., RorrOHOWE FASTSAL SS 44 P-4024 GASKET, ROTO Com, R070 HDME,1/16" HOP 45 84031-84040 TE -BARS, ROTO 10730E 1-5 LOC7CPOWTS. SS (SY CA HGr.) ROTO SS 46 84050 RTW. CDL-ALUtMM 50.52-1-132 (.050X.437), HD ICONSTE L ALUM 47 P4043 STRaE MULTPONr wN NYLON 48 84146 #Bx 3/4° PH FLATTEC, SS FASTENAL SS 49 P4491I2HNF. OOTL-ALUNlNU 15052-H32 (.062 X.6�, I ID FRECISIONSTEELI ALUM 50 84641 x 518° PR FLAT TBC •7 HEAQ SS FASTENAL SS 51 S1505 W. CAS SASH KEI'M1418( ALIAN 52 S8064 GLZ. BD., 7B° MOCRON PVC PVC FLANGE H - 6030B 211132° 2 1/4° 6 7 8 9 PVC SASH, CASE. H-6008 17132° 10 1 an SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUM 6063-T6 15 3' 205 SCREW SUPPORT - P-3113 4 D z2 PVC FR. CASE., MAIN (FIN) H -6030A PROPIM-WYAND CONFIDEN1mL 12/07/11 THE INFORMATION CONTAINED IN THUS 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. LUCAS A E 7/16' fns° d6 COIL, .05 X.437, P-4050 ALUMINUM 5052-H32 21132° 1n 6" 49 COIL, .062 X.656, P-4491 ALUMINUM 50.52-H32 17132° 11 1 91132° SCREEN RAIL, TOP/SIDE, 9-1993 • ALUMINUM 6063-T9 • • • • • • •••• 7132° •••••• 2 • • 27/32° • • • • PVC GLAZING BEAD A6064 e • • • • • FL P.E. 58201 INZ:;--(WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • • • • • • SASF?REINF. S-1505• rl.AMNUM 605�i6 • • TLE' EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT 8400 ADE 5/5/2007 EL. CASEMENT r 1:2 G. NO.: CWS -161 B E T: 5 OF 7 210 MIN. EDGE DIST [C] 11/4' MIN. EMBEDME IC) EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND — FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEI ASONRY BY OTHERS F INSTALLATION ANCHOR, 3718° DIA MASONRY SCREW. W/WASHER THRU SCREW 'a'a SUPPORT [CJ i O a a P• � a• a • P >• Ab. s a. �1 BY WOOD BUCK BY OTHERS [A] 1/4' [BI INSTALLATION ANCHOR, 3116' DU1. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT [C] INSTALLATION ANCHOR, 3116' DIA MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT ICJ —SEALANT UNDER SCREW HEAD BY INSTALLER a ••��•a• 0•y • • sa 4•a.�•� � s. ,a a. .a•o.• •au • a CONCRETF� BY OTHERS I 's' 212' MIN. EDGE DIST. [G] ' a' a 11/4' MIN. [C] 1/4' MAX SHIM [BJ ---}— SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS MIN. EMBEDMENT 212° MIN. EDGE DIST. (C] —1 BY WOOD BUCK 1318" MIN. EMBEDMENT BY OTHERS [AJ IDJ 1/4' MAX SHIM 1/4' MAX SHIM A 2 BY WOOD BUCK BY OTHERS [Al 0 ► ZM' MIN. EDGE DIST. [D] • INSTALLATION ANCHOR, p $10 WOOD SCREW W/ WASHER THRU SCREW SUPPORT [D] . EAL ' SANT BETWEEN BUCK ♦ AND OPENING BY OTHERS .p Z4►S . A 'pry '�°ot^L MBEDMENT t PERIMETER SEALANT SEALANT BEHIND FLANGE BY INSTALLER CONCRETE/MASONRY BY OTHERS BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS B HORIZONTAL SECTION BY OTHERg C HORIZONTAL SECTION 6 FRAME(MASONRY) 6 FRAMEIWOOD) OTE, HEAD AND JAMB )MIS FOR 2BY INSTALLATION. INSTALLATION ANCHOR. 3116° DIA ILL INSTALLATION $P AS MASONRY SCREW W/NEOPRENE BELOW* • BACKED WASHER THRU SCREW • SUPPORT [C] • • • • • • • • SEALANT BEHIND FLANGE BY INSTALLER SEALANT UNDER SCREW • • • • • • • • • • • HEAD BY INSTALLER • 0• Moes •• • 0000•• • PERIMETER SEALANT 1/4' MAX SHIM 0 • • • • • • • BY INSTALLER - \ IBJ • • • •: :0066: • • • • • • 0 0 EXTERIOR FINISH + + 0000 0 68000 BY OTHERS s S+ S A 6+. �. •0:0i; 00000• s� 1 1/4' N. EMBEDMENT 00000• •• • s s . + : +' s' +� a ►� MI •• • 00.000 • REFERENCE NOT$S: • • D +� P + + p P . . �� ` • • [AJ SEE NC•81 049141 SEE NOTE 283, SHT2 . ►� • +1k 2 lff MIN. EDGE DIST. s • :••••�gJ EE NOIrE • • • IJ SEE N" 04, SHO 2 CONCRETE/MASONRY [C] • • • • • • 4tLSEE NME 8, S}1� 2 BY OTHERS • •00• %pIALTERNATE PRECAST SILL DETAIL 6 FRAME (MASONRY) LUCAS A TURNER FL P.E. 58201 A VERTICAL SECTION 6 FRAME(MASONRY) PRCPRMMRYANDfODRDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WMDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE VMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SHEATHING BY OTHERS —� SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH— BY OTHERS PERIMETER SEALANT BYINSTALLER WINDOW WRAP BYINSTALLER WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS BY INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER. [E] 2 BY WOOD BUCK BY OTHERS [A] --1/4' MIN EDGE DIST [EI V4' MAX SHIM [el 1/4' MAX SHIM [BI —1/4' MIN EDGE DIST [E7 2 BY WOOD BU BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER. IE] 1 114° MIN EMBEDMENT [E] SHEATHING 8' BY OTHERS d EXTERIOR FINISH BY OTHERS SEALANT BEHIND BYINSTALLER 2 BY WOOD BUCK d BY OTHERS [A] -o INSTALLATION ANCHOR, �f 08 WOOD SCREW W/ ��°• WASHER. [El 1 12' MIN EMBEDMENT [EI (a)VERTICAL SECTION T FIN (WOOD) Z PROPRIETARYAND COMDEN7WL lV07/11 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. IS PROHIBITED. MIN EDGE DIST 1W MAXSHIM IBI —WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER FL NTAL SECl1 O • 000090 ®HCY2t • • • • ••0000 •• • 000000 • 006.0• • • • 0000 • • • • • • 0000•• 000000 • • •• • 00000 -0 # • • 66 •• •• • 00.000 60.000 • REFERENCENO10- • • • • • [A] SEE NQJ%" 1 fw •0000431 SEE NOTE 283, 2 • • • [C] SEE NQJE 4, Stg 2 • • • [D] SEE NQ" •!b" 2 • • • • qE] SFE NOTE S. SI$ 2 :0, • •0•• 13f1OM Florlde Build ng Code Online �Olida [).Pal tfYlt'nP Bc's Home I Lee In I User Registration { WTopics I Submit SurdwMe State Facts ( Publications FBC Staff� np i� N acla � Map (uirwSearch( Busines;, )1 ProfessignalQoUm= b a1 Regulation ProductAopm"l Menu > Product or Apolleatlon Search > Aopllcation List > Apploation aeeaa FL 9 FL9520-R4 Appat.. Type RBVIS W Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/ftnefEm80 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ent 207 Ml8fevreAPcws.cc Authorized Signature Michael LaFevre ntafevrefcws.cc Technical Representative Brian Terrace Address/Phone/Emeq 1900 SW 44th Ave. Ocala, FL 34474 (3S2) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cel Lady Addreas/Phone/Ema© 1900 SW 44th Ave. Ocala, FL 34474 (352) 3WO922 cledy@cws.cc category Windows Subcategory MuMons Compliance Method Evaluation Report from a Florloa Registered Architect or a Licensed Florida Professional Engl nrer 1 : Evaluatlon Report - Hardcopy Received Florida Engineer or Architect Nerve who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone CefNfkatlor s, Inc. Quality Assurance Contract Expiation Date 01/10/2016 Validated By Steven M. Liioh, PE I: ! Validation Checi t - Hardcopy Received Certificate of Independence EL9520 R4 COI EyalRep CWS -836 (3 In Mull. Inact).adf Referenced Standa;4ar0.Yjw;(og Stagdar4) • • • afindiiijig rewr i i*• i i i i i i AAMA 450-06 2006 • " i i i i i :0: 0• ASTM E18B8-OS 2005 • • 000 • • • • • • • ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivelence o�'wuctStsndt�ds • • • • • • • • • - Certified By • • • • • • • • • • • • •• • •• • • • • • • . • • • Section from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• flarl�kln8�a9hVfir ePPP_�I.sago(tperr�•reit�VXQ�w11DgidHvir�RV�2qThyp�rblPlcxU'M3�PW�3d 12 8/18►13 Florida Buildrig Code Ordl(e Product Approval Method Method 1 Option D Date 3ubwAted 10/30/2012 Date Validated 10/30/2012 Date Pending FEC Approval 11/02/2012 Date Approved 12/04/2012 ntary W Products FL • Model, Number or Name Descripuott 9520.1 3a Alum Tube Mullion 30 Alum Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of this Itn►tagation Illstructloes Approved for use In HVHZi Yes FL9520 R4 II CWS -836 (3 In Mull, Ir=ct).odf Approved for use outside HVHZr Yes Verified By: Lucas A- Turner 58201 Impact ReskFsntr Yes Created by Indeperident Third Party: Yes Design Pressaret N/A Evaluation Reports Other Large Missile Impact; See Installation Instructions and FL9520_ R4 AF E a%gp CWS -836 Q In Mull. irroact).hsdf Evaluation Report for complete fst of Limitations and Conditions of Created by Independent Third Party: Yes Use. 9520.2 40 Alum Tube Mullion 40 Alum Tube Mullion, W. ictal & Vertical, Fin & Flame applications. (IMPACT) Limits of Lies I n►tsilatIon Sastructions Approved for use In HVHZ: Yes Approved for use outside HVHZr Yes FL9520 R4 A CWS -837 (4 M Mull. Imoact).odf Verified By: Lucas A. Tumor 58201 Impact Raeletarrl: Yes Create! by 11ndepandent Third Party: Yes Design pressure: N/A Evalusfion Reports Other.. Large MLsaile Inpact; See Installation Instructors and FL9520 R4 AE Ritalikep CWS -837 (4 In Mull. Imaactl.odf Evaluation Report for complete list of LdTltations and Conditions of Created by lndepandent Third Party: Yes Use. 9520.3 5 1/2° Alum Tube Mullion 5 1/21 Adan Tube MuMon, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Iestsllatlotl IlutrucftrI9 Approved for use In HVHZ: Yes FL9520 R4 II CWS -838 (5.5 In Mull, Iniac ) off Approved for use outside HVHZ: Yes Verifdrd By: Lucas A. Turner 58201 Impact Reelatsnb Yes Created by independent Third Party: Yes Design preasurei N/A Evaluation Reports Others Large Missile Impact; See installation Instructions and Evaluation Report for complete list of L ritatdlns and Conditionsof FL9520 R4 AE Eva[Rea CWS -838 (5.5 in Mull. Irmact).odf Created by Imlepeedeftt Third Party: Yes Use. Contact Ila ;: 194a Monroe Street Teaehaeaee FL 32399 Phone: aSD-4B7-1824 The State of Florida Is an Aq(ff0 employer. Ceevrlaht 2007-2019 State of Fladde. ;: Privacy matement ;: ;: Refund Statement Under Florida law, small addresses are public records. If you do not want your e -mall 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 traditional mall. If you have any questions, please contact 850.467.1395. *Pursuant to Section 45S.27S(l), Florida Statuteo, effective October 1, 2012, paensees Ocansed under Chapter 458, F.S. must provide the Department tdfh an amell address If they have one. The email® provided may be used for official communl®tion with the Uaensee. Hovrever email addressee ale public record. If you do not wish to supply a personal address, please provide the Department Wth an small address Mich can be made available to the public To determine If you are a Icensee under Chapter 466, F.S., please c ldr JIMR, ProdustApprov lAcoaptm 09 1 1 F i R. D •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • C(e !'t_CArF: ••• • • • • ••• • • • • • • • • • • • • • •• as • • • •• •• florldebullding.org/w/lx app c1I.asWtp�EVXQWAH,;WR&Z12gTtrypb1NczU'M3dRPW.W KA ANCH CUP W/DIFFERENT EXAMPLE HORIZONTAL MULLION FOR SECTION VIEWS ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...........1 ANCHOR SCHEDULE................................2, 3 EXTRUSIONS & B.OAA...--0-0-.0--0-•...............4, 5 MULL BAR SECTION VIEWS.....................6, 7 INSTALLATION DETAILS ........... ............_.8, 9 ANCHOR CUP a s ANCHOR CLIP 8 8 9 EXAMPLE VERTICAL MULLION LUCKS TUffT2T FOR SECTION VIEWS ONLY 2012-10-2611:23-04:00 Z` PROPFIlETARYAWCONFIZIMM 10!2612012 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 WINDOW SYSTEMS, INC. IS PROHMITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2 CONFIGURATIONS SHOWN: (SEE SHTS 2-3) 1. VERTICAL 2 HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SC14EDUU (SHEETS 2-3) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOC/ LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFIEY REQUIREMENTS RESTS SOLELY WI1 THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR - 7 ONTRACTOR7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. S. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY T THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. lx OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO 13E MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTUREDsB.Y•C4JSTOM WINDOW SYSTEMS, INC. • • • • •••• 000000 12VERTICAL MULLED UNITS MAYBE MULLED INDEFMITEtY AS LONG AS THE SINGLE UNIT • WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULlION90ARE AN CHM2[PJS SHOWN HEIIEIN. 13- THE 331/3% STRESS INCREASE HAS NOT BEM UtbIN THE DE91 & THIS PREBL?C*f: • WINDLOAD DURATION FACTOR Cd -1.6 WAS USF04F 0 WOOD ANCHOR CALCULATIONS. • ••soon 0000 • • • • 0000 • •••n• •• •• •• • 0000•• 000.0• • • • • • • • • . • • 000.0• • • • • • • • 0000.•o •• • soon • • LUCAS A TURNER. FL P.E. 582D1 • I I — — — — — — — — — — — — — — — — — — — — — — ANCHOR CLIP 8 8 9 EXAMPLE VERTICAL MULLION LUCKS TUffT2T FOR SECTION VIEWS ONLY 2012-10-2611:23-04:00 Z` PROPFIlETARYAWCONFIZIMM 10!2612012 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 WINDOW SYSTEMS, INC. IS PROHMITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2 CONFIGURATIONS SHOWN: (SEE SHTS 2-3) 1. VERTICAL 2 HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SC14EDUU (SHEETS 2-3) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOC/ LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFIEY REQUIREMENTS RESTS SOLELY WI1 THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR - 7 ONTRACTOR7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. S. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY T THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. lx OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO 13E MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTUREDsB.Y•C4JSTOM WINDOW SYSTEMS, INC. • • • • •••• 000000 12VERTICAL MULLED UNITS MAYBE MULLED INDEFMITEtY AS LONG AS THE SINGLE UNIT • WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULlION90ARE AN CHM2[PJS SHOWN HEIIEIN. 13- THE 331/3% STRESS INCREASE HAS NOT BEM UtbIN THE DE91 & THIS PREBL?C*f: • WINDLOAD DURATION FACTOR Cd -1.6 WAS USF04F 0 WOOD ANCHOR CALCULATIONS. • ••soon 0000 • • • • 0000 • •••n• •• •• •• • 0000•• 000.0• • • • • • • • • . • • 000.0• • • • • • • • 0000.•o •• • soon • • LUCAS A TURNER. FL P.E. 582D1 • T T vT n Ocps ;zJ rzzapOmF m 020 �OVA � __14 _N� �§ J -aA22 W 9aNmoc)w°- 1pZviy990Mm�-F n0 z 0$$gD�A i El. 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PARI NO. DESCRBXTICN4 1 H-1758 — 1 3/8" x 3" N TWE 2 F-1767-001 #10 OR #12 HEX WASHER HEAD TEK SCREW '(see note beI 3 F-1522-006 #10 x 1 112", PANHEAD ZINC 4 NEW #10 A 7 S-1897 MULLION CUP 8SEALANT F-1767-004(L&R) 47/6° -� 9 S-1895 DRP ADAPTER 10 S-1896 FLANGE ADAPTER 11 S-6018 MULL COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3" RN MULL CLIP 15 F-1522 006 3" FLANGE MULL CLIP 16 F-1767-001 L -ANGLE 3" MULL CLP, STANDARD (SEE SHEET #5) 17 F -1767-004L L -ANGLE 3° WLL CLIP, FIN, LEFT (SEE SHEET #5) 18 F -1767 -MR L -ANGLE 3" MULL CLIP, FIN, RIGHT (SEE SHEET#5) 19 #10 HEX WASHER HEAD TEK SCREW 20 t 0 FH TEK SCR ` USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11116' 9) i/2" 1— 090 DRIP CAP S-1895 1/2° 1 1/4'1 oso to FLANGE ADAPTER S-1896 1 13116" l 7116° 11 079 PVC MULL COVER -6018 OUTSIDE 14 2114" TOP VIEW 47V F-1522 - 013 FIN INSTALLATION —21/18'— MULLION 1116"—MULION CUP S-1897 '1213/16" 150 1 31T � 1 110 3" MIULLBAR H-1758 TYP. FIN FRAME (PVC) DETAIL A z�- PROPRIETARYAND COhFUX NnAL 10/28/2012 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 W NDOW SYSTEMS, INC. IS PROHIBITED. FRAMETYPE OPONG(F9787-)0(X)— NEW F-1522-013 F-1767-001 FLAXGE RETRO F-1522-006 F-1767-001 NEW F-1522-013 F-1767-004(L&R) FIN RETRO F•1522.013 F-1767-004(L&R) 47/6° -� NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522.008 F-1767-001 7/16° 7/16° 2 7/16° I 1 1 L-114° (fY 21/16° 3!6° 1-15/16" OUTSIDE AND BREAK FIN FOR FRAME 4T TO MULL BAR FL -:J WINDOWS & DOORS 900 SW 44TH AVE. )CALA,FLORIDA 34474 EXTRUSIONS £ BILL OF MATERIALS -3" MULL BAR IMPACT MULL BARLKAWN ' ADE 09/27/2012 3" ALUM. MULL 12 CWS -838 `HLbl: 40F 9 2 3(16° • • • • 47/6° -� •••••• -1522 • Ti 0/FLANG CUP s •: • • • •••••• •• • ••••• f • • • • •••••• -:J WINDOWS & DOORS 900 SW 44TH AVE. )CALA,FLORIDA 34474 EXTRUSIONS £ BILL OF MATERIALS -3" MULL BAR IMPACT MULL BARLKAWN ' ADE 09/27/2012 3" ALUM. MULL 12 CWS -838 `HLbl: 40F 9 6 7/8" G. 718° 16 3° 1 (`g �•2 3/4° 2 1/4° 1/4° (TYP) --776^ (TVP} 1 y6' 27/16° 3/8° (tiq 15V 7/16' THRU (TYP) 1/4° THRU (TYP) 1 p1" TSIDE L -ANGLE 3" STANDARD MULL CUP FLANGE - F-1767-001 0000 • • 0000 0000•• 12" 1/2° • • • • • • • • • • • 2314" 0000• • 0000• L ANGLE 3" MULLCUP, FIN (LEFT) F -1767-004L L ANGLE 3" MULL CUP, FIN (RIGHT) F -1767-004R • OUTSIDE • • • • 0000 000.0 • • • •000• • • • LUCAS A TURNER, FL P.E. 58201 ♦�uann� CENSF••.Qy�ii WIIdDOW3&Im , 1• No 58201 �01� % 1900 SW 44TH AVE. t ? t OCALA, FLORIDA 34474 o's t c a EXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR 90 : A�: kr� 'IMPACT MULL BAR ADE 09/27/2012 LCALr:PROPr+IEraaraNDcol�mENruL 10126/2012 '�'� :'�< g. • tea.`` WI DOW SYSTEMS, INC. uvYA�oDUcTlON IN P THE ORA A WHOOLWmiCUSTOM TT E ��i�"rSj U R � �N�j �� 3" ALUM. MULL 12 CWS -836 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHBITED. ��II0b A' p� _ 5 OF 9 FRApdETYPE OPENING 'T' Ap1LLBAi CLIP "L" Afl/LLBAfl CLIP (F- • (F-1967-X'XX) NEW F-��-01� • F -001 FLANGE �� F1s�� • F7787-001 NEW %1122-&110 • - 7�7'-044(L&R) Ind RETRO F•1 � �1� • F-177-004{L&R) NEW NOT Rf�OMMENPED • F -17p7-001 BOX RETRO F•1522.00p • F-1787-0 01 k() 28( n A� ! ■k k�§ \)M (6\ §q\ \2 8¥\ k§§ $) -!Z §\ § \k( P on I �` / Gm �x § § 4� [ § a ; � § _ � § I � § c . _.. §! \ \\� : on _ )§7 �k)\ ); R =o o= ]\¥P \ [ ! ] �§§ . ... | , tom . N § 00 ` |'� / a -- - ' �- %K0 ° n \k§2 ( - 00 qm■® m -| .�, 00 �.' | . | - . . - -- -,- %0 -|- | � � | | | Or | |� . . . ,.. . . . .|. |- '| -,® .|. |- -| k() 28( n A� ! ■k k�§ $M (6\ §q\ \2 TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (QTY 1 EA = 11/16" MAX EDGE DIST. SEE NOTE 1 7 SEE NOTE 1 SEE NOTE 4 k0) C� 5' HORIZ. TO 3" VERT. MULLBAR SECTION r -C �4" HORIZ. TO 3" VERT. MULLBAR SECTION SECTION A -A OAR (H-1759) ) 'IRATE TE APPROV TIATE DP CHARTS}E) fr SEE NOTES 1 & 2 (QTY 1 EA) 9 _ --�1 Nlt`Io :DGE DIST. , � jjj {3 SEE NOTE 1 (7I/�4NHLNP NOTES: 0000 LUCAS A 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE- BOVE2. • 19 SEEE9TES1&2(QTi'•�f1)•• 2.PRE -DRILLED HOLES (THRU H/V CUP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF 9/32. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL 1 • • e OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. • 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL 9.4% PROPRST/RVANDOONFIDIDEITAL �'iF THE fNFOFNATION 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 WINDOW SYSTEMS, INC. IS PROHIBITED. SEENOTE4 20 0000•• • • • • • • 0000•• 0000•• f C13" HORIZ. TO 3.:ERT, PALL13AR SE(AlON • • 7�FQSN(3E-AMCNITl59V• 0000 • • • • • • • • • • •••• FL P.E. 58201 0000 • 19 SEEE9TES1&2(QTi'•�f1)•• • • • 1 • • e • • • 11/16' MAMSEDGE DIST. • • ••• • 0000• •••• •• • 00.60 0• • 0000•• SEENOTE4 20 0000•• • • • • • • 0000•• 0000•• f C13" HORIZ. TO 3.:ERT, PALL13AR SE(AlON • • 7�FQSN(3E-AMCNITl59V• 0000 • • • • • • • • • • •••• FL P.E. 58201 11 1f8" MIN. EDGE DIST CONCRETE/ " MASONRY BY OTHERS EXTERIOR FINISH BYOTHERS PERIMETER SEALANT BY INSTALLER ISEALANT ALONG - OUTSIDE EXPOSED EDGE OF MULL BAR 3" VERTIC/ MULL BAR SEALANT BETWEEN FRAME CC AND OPENING BY OTHERS BY D,D a Ia D. •� DI s D m �• eL e D 1 1/4" MIN. EMBEDMENT [131 D VERTICAL MULL HEAD SECTION 8 MULL CLIP (MASONRY) MULLBAR CLIP (SEE NOTE 2) I IW MIN EDGE DIST. [B] SEALANT BETWEEN FRAME 7—Al METER SEALANT AND OPEM NG BY OTHERS STALLER EXTERIOR FINISH" e• rONG BY OTHERS OUTSIDE EXPOSED EDGE OF MULL BAR -1 HORIZ WJLLJAM13 SECTION ®8 MULL OUF'(MASC1aRY)— INSTALLATION ANCHOR, 3116" DIA. MASONRYANCHOR [Bl SEALANT ALONG 1 3/8° MIN. 1 .�a4eA°4 INSTALLATION ANCHOR, geo.g`$Sa 11/,MIR a,a°0 1 BY WOOD BUCK BY EMBEDMENT [B1 o e d ° 0 - D SEALANT BETWEEN (SEE NOTE) PERIMETER BY OTHERS I� ar •DaD •a '4• SEALANT BY _ 1' _- - BUCK INSTALLATION ANCHOR,[Aj • • PERIMETER SEALANT ,_,- -- f1'3YByOTW=ERS 3118" DIA MASONRY ANCHOR < a < a EXTERIOR EXTERIOR FINISH _ - - - - - 4e �` FINISH BY ;• is •'t •' D VERTICAL MULL HEAD SECTION 8 MULL CLIP (MASONRY) MULLBAR CLIP (SEE NOTE 2) I IW MIN EDGE DIST. [B] SEALANT BETWEEN FRAME 7—Al METER SEALANT AND OPEM NG BY OTHERS STALLER EXTERIOR FINISH" e• rONG BY OTHERS OUTSIDE EXPOSED EDGE OF MULL BAR -1 HORIZ WJLLJAM13 SECTION ®8 MULL OUF'(MASC1aRY)— INSTALLATION ANCHOR, 3116" DIA. MASONRYANCHOR [Bl SEALANT ALONG 1 3/8° MIN. BY OTHERS [A1 EMBEDMENT [C] INSTALLATION ANCHOR, OUTSIDEEXPOSED EDGE OF MULLBAR 010WOODANCHOR a,a°0 ,--SILL STOOL BY OTHERS Q °a SEALANT ALONG OUTSIDE EXPOSED ° 0 - D SEALANT BETWEEN (SEE NOTE) PERIMETER BY OTHERS I� ar •DaD O1RBAR �--'-) ` SEALANT BY _ 1' _- - INSTALLER • • PERIMETER SEALANT ,_,- -- PERIMETER SEALANT " EXTERIOR EXTERIOR FINISH _ - - - - - BY OTHERS SHIMASREQD FINISH BY ;• is •'t •' EDGE OF MULL BAR a TO MAKE LEVEL OTHERS , p n, , p ge � I ► • FOR MULL BAR O. mODOge a a D P, Dag, r OD 6' D �- . , • =' p „ e p ; e P. D. D,a p, DD.e a` D•G .e . • 1114"MIR v01a� ��1 e,A• . ,A •• D • v . . D eD °'DAD EMBEDMENT [B] p o D ,v. o e•eo aD.D. a e•o. °Ao• p'a,b 000000 •000•• BYOTHERS aD� D. D. • •• CONCRETE/ ' Vb 11/8' MIN MASONRY rE1VERTICAL MULL SILL SECTION EDGE DIST. [B1 BY OTHERS 8 MULL CUP (MASONRY) 2 BY WOOD BUCK 1 3/8° MIN. BY OTHERS [A1 EMBEDMENT [C] INSTALLATION ANCHOR, D CONCRETEMIASONRY �13YOT14ERS 010WOODANCHOR a,a°0 � g d Q °a SEALANT ALONG OUTSIDE EXPOSED ° 0 - D SEALANT BETWEEN FRAME AND OPENING • on BY OTHERS I� ar •DaD O1RBAR �--'-) ` - • D ° p 7/8" MIM EDGE DIST. [C] MULL BAR • • PERIMETER SEALANT 9• b. PERIMETER SEALANT " BY INSTALLER EXTERIOR FINISH _ - - - - - BY OTHERS SEALANT ALONG OUTSIDE EXPOSED CG 1 HORIZ. MULL JAMB SECTION EDGE OF MULL BAR \IjULL CLIP ) JAMB SHOWN, HEAD SIMILAR MULL BAR CUP INSTALLATION ANCHOR, (SEE NOTE 2) 3116" DIA MASONRY ANCHOR 0000 SEALANT ALONG OUTSIDE EXPOSED � �, • on • s • • • • • • • • • • EDGE OF MULL BAR _ -,— - — — - 3" VERTICAL • • • • • • • 00000 MULL BAR • • PERIMETER SEALANT 000000 • • • • • • • • • • BY INSTALLER- - _ - - - - - • • • • • • R[FERENCE NOIFES: 0 0000•• EXTERIOR FINISH ► • •o D • • • • • • A 9E NOTE 1E, SHT 1 • BY OTHERS `� . P . . , • =' p „ e p ; - rL • • • NOTE 1,L • 40 C SEE NOTE 2 i v sp o• a v01a� ��1 WT 1131 • •• • 0.000 CONCRETEWASONRY ✓1. �► e p p D ► d • 0 000000 •000•• BYOTHERS A•p. D ►. i • 0 • .a ..• • •• ' Vb • • i 1 1�1" MIN. E�E DIST. tL • • • - •0•• • rHALTERNATE PRECAST SILL DETAIL • • • :9000: B •• • 0000 • • • 0000 NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS MULL CLIP 114' MAX FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS zz PROWRIETARYAND COPFMENIIAL 'I 0/26/2012 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 SYSTEM, INC. IS PROHIBITED. SEALANT BEHIND FIN BY OTHERS WINDOW WRAP-\ BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT ALONG - OUTSIDE EXPOSED EDGE OF MULL BAR MULL BAR CL (SEE NOTE 2) 3' VERTIC7 MULL BAR SEALANT ALONG - OUTSIDE EXPOSED EDGE OF MULL BAR WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS s I VERTIGAL MULL HEAD SECTION 9 MULL BAR CLIP (SEE NOTE 2) 718' MIN. EDGE DIST. [C] -2 BY WOOD BUCK BY OTHERS [A] (318, PR EMBEDMENT) [C] 2 BY WOOD BUCK OTHERS [ j OUTSIDE EXPOSED 7/8' MIN EDGE DIST INSTALLATION ANCHOR, SHEATHING BY OTHERS 010 WOOD ANCHOR WITH WINDOW WRAPJ INTEGRATED WASHER • • (C] EXTERIOR FINISH 0-o,°" 0000 • • • • • • BY OTHERS 'q6 - INSTALLATION ANCHOR, 010 WOOD ANCHOR WITH INTEGRATED WASHER [C] r-2 BY WOOD BUCK BY OTHERS [A] 7 1 a' (MIN ' AIN. EMBEDMENT) [C] f s. I.-�I--7/8' MIN, EDGE DIST. o^ o o ]C] SHEATHING (:7�SV RTICALMULLSECTION 0 BY OTHERS MIN EMBEDMENT INSTALLATION ANCHOR, 010 WOOD ANCHOR WITH INTEGRATED WASHER [C] MULL BAR CLIP - _ - (SEE NOTE 2) TBEHIND-L—SEALANT ALONG )THERS OUTSIDE EXPOSED EDGE OF MULL BAR 0800 WINDOW WRAPJ • • BY OTHERS PERIMETER SEALANT • • 0000 • • • • • • BY INSTALLER • • •00 • 0 •••••• •• • •••••• K HORIZ. MULL JAMB SECTION • r•i • • 9 FIN FRAME (WOOD) • • • • • • JAMB SHOWN HEAD 8 SILL SIMP" • • • • • •••• • ••••• •••••• •• • ••••• ••JFWRENCENOiV•••• •••••• • • • • • • • PDSEE NOTE 10, SHT•1 • • • B SEE NOTE 1, SHT2• • • • C SEE NOTE 2%ff" • NOTE: ••••• 1. RECESS RETRO MULLION CLIP 1/4' MAX FOR CLEARANCE OF • • • • • WINDOW UNIT WHEN INSTALLED. • • • • • • • • • 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. • LUCAS A. TURNER. FL P.E. 58201 'Z:2-1 PROPAIETARYAND CONFIlDENnAL 10/2612012 THE NFORMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W NDOW SYSTEMS, INC. IS PROHIBITED. 4FAW4 Florida Building Code Ordine �.�E, �l tG Flt!ida Dep miient-'I BCW Rome 16/g In E User ItegWration ! HatTop[= aubmR surcharge I Sims ® Fads i Pubaonone F Pec Start acts ate Map ( uek. 4 search I Busines / ), PmdProfessional °> 4 tf HcUser ' Regulation � Product Aoomiml Manu > Product or A"Hentlon search s Aoolleehon (let s Appbmdb l t✓aft11 I" �syCt FL FL43i4-RB Application Type Affknvtion Code Version 2010 App6eation Statue Approved Comments Archived O Product Manufacturer Address/Phons/Errall Authorized Signature Technical Representative Address/Phone/Ewell Quality Assurance Representative Addmss/Phone/Ema® Category Subcategory Corrppance Method Certification Agency Validated By Referenced Standard and Year(of Standard) Equivalence of Product Standards Csrtifled By Masonite International 1955 Pawls Road West O tcego, IL 60185 (615) 441-4258 sschreber@mmrdte.com Steve Schreiber ssehremesontte.eom Exterior Doors Swinging Exterior DoorAssembltes Certification Mark or Ustitrg National Accreditation & Management Institute (National Accreditation & Managernent Institute, TAS 201 TAS 202 TAS 203 I= 1994 1994 1994 611 affirm that there are no changes In the new Florida Building Code which affect my product(s) and r y product(s) are in compliance with the new • • • • • • • • • • • • Florida Building Cie. Documantatton from apprOYed ER Iut 4 o: VVV*i1 EnNItY O Yes O No O WA •• ••• •• • • • •• Product Approval hod • • • •• • • • • • •• • hod i Option A ••• • • • • • • • • • • • • • • • • • • Date Subndtted : • 000 : • 000 • ,p2/06/2012 Date Validated 02/06/2012 Date Pending FW Approval Date Approved • • • • • • • 0:0 • • 02/13/2012 • • • • • • • • • • •Lnwrawsr wi Onwd""w��- • • • • • • • • • • • • ••• • • • ••• • • tOolAmmflordeWIrOng.a9iprJR_app cI.es EVX WgUSMGpgT OK g4%2b3M M%3d V3 QA 14 Florida Building code Ordure FIL 0 Modey Number or Nome Description 4334.1 Fiberglass Sde-hinged Door Units - W-81 Opaque I/S and O/S Single Door E0334 R6 C CAC 100459 0.02.PDF Impact Rated Quality Assurance Contract Expiratlan Date Limits of Use Certification Agency CartH9cats Approved for use In HVHZr Yes FL4334 R6 C CAC NIO 5930.01. PDF Approved for use outside HVHZt Yes Quafy Assurance Contract Expiration Data Impact Itlsslstent: Yes 04/30/2015 Design Pressure: +70.0/-70.0 Installation Zromuctla ns Others Evaluated for use In locations adhering to the Ploride FL4334 86 II FW120.0df Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as detemined by ASCE 7, MI nhnum Created by Independent Third Party. Design Loads for Buldings and Other Structures, does not exceed Evaluation Reports the design pressures listed. T-00 x W-80 max nominal size. FL4334_R6_AE 504A.odf Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FLO120-05 for additional Information. 4334.2 Fbargless Side -hinge! Door Units - W-02 Opaque I/S and 0/S Single Door Impact Rated Limits of Use Certification Agency Certilko to Approved far use In HVNM Yea FL4334 R6 C CAC NZ005930.02.PDF Approved for use outslde HVKb Yes Quallty Assurance Contract 6xphatbn Date Empact Resistant: Yes 04/30/2015 Design Pressures +70.0/-70.0 Installation Lrstructio:re Others Evaluated for use In locations adhering to the Florida FL4334 96 R FLO121.�df Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCI? 7, Mirrirrum Create! by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. W-00 x W-00 max nominal size. F 334 R6 AE 503A.udf Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FL0121-05 for additional Information. 4334.3 Fiberglass Stie-hhrged Door Units - Irtpect hated W-00 Opaque O/S Door w/ or w/o SldaBtes Limits of Use Certification Agency CortMcate Approved for use in KVKZr Yes E0334 R6 C CAC 100459 0.02.PDF Approved for use outside HVHZt Yes Quality Assurance Contract Expiratlan Date Inpact Realsssnt: Yes 04/30/2015 Design pressure: +55.0/-50.5 Installation Instruction Ottnero Evaluated for use hn location adhering to the Florida 1`033 -4.8" -EMM 0df Building Code Including the High Velocity Hurricane Zane, end Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Mi nhrum Created by Independent Third Party: Design toads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0° x 8'-W nm norrinal size. FL4234 R6 AE 501A.Dd Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FLO121-05 for additional hrfomiation. 4334.4 Fiberglass Side -hinged Door Units - W-0° Opaque I/S Deer w/ or w/o Sidelites Irpact Rated Lhnits of Use Approved for use In HVHZe Yes Approved for use outside HVKb Yes Impact Reslsbnntr Yes Design Pressure: +50.5/-50.5 Othen Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as deter ined by ASCE 7, Mhftm Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0° x W-0" max nominal site. Hurricane protective system t9 NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. CertHfcatlon Agency CertHleate FL4334 R6 C CAC 100D5930.02.PDF QuaRy Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL 334 R6 H L01UjW Verified By: National Accreditation & Management ir1stitute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.0df Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - W-8° Opaque 0/S Door w/ or w/o Sideptes Impact Rated LbnMIS of Use Approved for we in Approved far we oats a t4 -'yea .' . : : . • • Impact Rosistantr Y6s • • • • • • • • Dow Pressure: +55-U-503: i i i i i' i ' • Other. Evaluated for a* in teetbo adheRng th the rbrida Building Code Including the High Velocity hurricane Zone, and where pressure requirements as determined by ASCI 7, Minimum Design Loads for B*IngsoM Other ftructrygs, doebnot egceed the design pressures I1sted.•1r-01)WAW max nominal stat • Hurricane pmtectivl cetera I VT%*ImcC So% aft& 61:41 DWG-MA-FL0120.05 for additional utfoRnatbnr • • • • 4334.6 1 Fbergless Side -hinged Door Units - Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quay Assurance Contract Expiration Date 04/30/2015 Installation Instruction FL4334 R6 II FL0120.0df Verftd By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE MMndf Created by Independent Third Party: Yes W-8" Opaque I/S Door w/ or w/o Sidelites Limits of tine 0 • • • • • • • I Certification • • • • • • • • • Agency Certificate Approved for use In HVHZPYes • • • • • • • F 4334 R6 C CAC NI005930 01.PDF •— —A•..-...� �..rJtu� BAuldv R • • • • • • w..�m........�.�.... n_�.., hOpaJ/wuaarfloNdstbtdldi �a9��pr_W t • • • EVXCIvMgtlSMGMToRmFtw GffaQSq4%M37MM%3d 20 C M Flor lds Sulking Code Ordlne wrgnv.MW ■w' M• MMMMMO n.rWa T a• Impact ftelstanto Yes 44MUry "Muramm 169num" Ci[PWOM rr mum 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other.. Evaluated for use In locatlDns adhering to the Florida FL4334 R6 H FLo120.Ddf Budding Code Including the High Velocity Hurricane Zona, and Veriftad By: National Accreditation & Management institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Raporis the design pressures listed. 12-00 x W -B" max nominal she. FL 334 R6 AE 502A.odf Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes D6VG-MA-FL0120-05 for additional Information. 4334.7 Fiberglass Side -hinged Door Units - W-0° (flawed IVS and O/S Door w/ or w/o Sldeltes Impact Rated Limits of use Certification Agency Certificate Approved for use In HVHZ. Yes FL4334 R6 C MCX(005930-04.11 Approved for use outside WHIM Yes Quafy Assurance Contract Expiration Data Impact ihostatent: Yes 04/30/2015 Design Premuret +50.0/-50.0 Installation 7AMuctlorm; Other.. Evaluated for use in locations adhering to the Florida FL4334 R6 -U FL0123. ndf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures meted. 12'-00 x W-0" max nominal size. FI -4334 R6 AE 501A.0df Hurricane protective system Is NOT required. See anchor detail Created by Wependent Third Party: Yes DWG-MA-FLO123-05 for additional Udortretion. 4334.8 Fiberglass Side-hltged Door Units - W-80 dazed I/S and O/S Door w/ or w/o Sldeltes Impact Rated Limits of use Certification Agency Cert>llicate Approved for use in HVHir Yes FL4334 R6_C_CAC NI005930.03.PDF Approved for use outside NVK0 Yes Quality Assurance Contract Expiration Date Impact Illealsterrt: Yes 04/30/2015 Design Pressure: +60.0/-60.0 Installation Irstfuctions Other Evaluated for use in locations adhering to the Florida FL -4334 R6 u FL0122:ndf Building Code including the Huh Velocity Hurricane Zone, and Verified N: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures Doted. 12-01 x 6'-8e max nominal size. FL4334 R6 AF 5 2A-nd Hurricane protective system Is NOT required. See anchor detail Created by Ltdependert Third Party: Yes DWG MA-FL0122-05 for additional Information. Confect Us :a 1940 Nortl� Monroe 9aeet'[aeahessee RL 92999 phone: R90-497-1924 The State of Fiorlda Is an AA/ESO employer. Coo.da 2007-2013 9Let9 or piedda.:, pdvecv 9mterr:er:t :: Accessibility Statment.-.- Refund r4WoM ent Under Florida low, email addresses are public records. If you do not rent your a -mall address released In response to a pubic records request, do not send elect roMc mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.497.1385. *Pursuant to section 455.275(1), Wotida Statutes, offective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Warr an small address if they have one. The emans provided may be used for official communication with the licensee. However small addresses are public record. If you do not waah to supply a personal address, please provide the Department warn an @mall address Mich can be made available to the public. To determine If you are a licensee under Chapter 455, FS., please dict h20L, Prodwt ApprMMAcsepb: MWE t9 •• ••• • • • • • •• • •• • • • • ••• • ..Is ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • •• •• •• • •• •• •• • ht�a•JAmNw.flarldandldng. r®!� 1prAPp_ As Qp�nawQEVXQwgtSMGy4gTtS•• PuaFMiOKl2IQSqg9Z37KM*/*3 P9 T WNr 9 q OO G1 ®•• ® A W N r� m i n_ O�myx y� �7 pp 17 r m .AA Zrn O -� rNOmf' ® OK o o $o' a O c� o rn CoLI m m mCmC �ojr^o� C .Z Z ® gD 26- m� g rn o utm ao�go 2 ® \J Z ® ® z $z5� E41 e9 A N N C V100 v0 C3m `` Ui An- y A $ V m0 O! GEc VI 0 0EL� a ?gm m g lox " mz XQ� Xx 0 x O 13A 13 z ®• W� �vwm�g vo x 0100(ill Ln 0 00 pp Z U UN Lp b ZM I I I I I Z Z ®•® o 000" NN(A [PG � A (� m ® =:!l U 00 V C 'I N N N O m OIO 0 O z I I I I Z �i;oo 0 0 +: + + + + r rn a ISI I i I Zall C �9i0 W 10 tD O all ® ® O OOOCO O� •m, 14 t+fi>>+t fm+7Z y 0000$Nr O p p z p 0 0 0 0 O O m y 300000 �mA z _ y V+ to (T to O D A � C 00000C 7*� cm yy 011111 Ao O nt NN NN V�f'1 VI C 00000 r N (Ji o VI 0 Its�J ® ® m =r 13 :•• •• • • • • s • c per+ • 6:0 • • • • {�� • • Mo. PANEL HEIGHT 79.250" m • • • • • • • • • • F 12/15/08 ADDED SPACER 5WS PRODUCT: E ZDA HINGE SCREW LENGTH SWS EXTERIOR DOOR PRODUCT' N D ENER 1 I ws ; ooueLE ss• oPAarE MASONITE INTERNATIONAL CORP. C HOS LAS CS WS FIBERGLASS 1955 POWIS RD. " GLGRIDA ONAPIGES• WR ART OR ASSEMBLY:oA T1PUL REVAMS WEST CHICAGO, IL 60185 N0. BY • & GENERAL MOTES a REVISIONS MAX. FRAME HEIGHT 81,875' 62.675" MAX. D.L.O. N d f1N r : o� 0 a f V 0 _ D C.1 V Cl cE - � -- Z ' 7.375" s m 2 Oho 00 r� A R1 x 2 N N 1 O — � N N a � O •`a'' -1 I� Di a's o x x Z x cn cn x S N O\o 0\o N V) D N rim 0 D p o w cn w Ln \ a _A i o � a M LO (A i w �� O nl r O° m { f+�j x y gyia y m i rN 1n Q ILVG :i 4 MORE EQUALLY SPACED DN o°a trrni C7 b Z 5 d b rn 5.5" 41.250" Ln - 5 x ;A f m x v �,� D � N y b ;U C f* LA --I b b m �c�MD = L •v wmSiji Aj� + • •0 ( I 1 I I I • a 1 O� �+ • • • • • •• _A• 0�1 • s ••• •• �R •{ D{7��i0 • • • •• m� S 0 Z 8 0 O OC f 1.375" -- �D • ••• m -, a ••• • t 31" 31" (u • • 2.2 4E • • • • • ••• • r'u O • • • • • • •• • •• • • • • • • • e • • x o $ $ 12 A D SP ACERPRODUCT: E 1 OS HINGE SCUTENR DOOR PRMUCT" 4 ENE L 6'-e° FW IASS OPAQUE NIASONITE INTERNATIONAL CORP. C 4 25 CH S RUBLER umr-4 r B 3 1 L I T OR ASSEMBLY: 1955 POWIS RD. N a A 2 22 06 NO. DA •• ANCHORING LOCATIONS WEST CHICAGO, IL 60185 & DETAILS i I I I m I I � _1 rn f m �W Div WL m I- 6" 4 MORE EQUALLY SPACED m 8" P W N D ig �ODO r(n_-iW^tnD D z0 ��(nm O�OMZNjOzx n c Lf)cI\g gc)0MXm0 m A�ON QOcrnDc \Zco mN r -Om D Oz z p Zi z b >tn m�Zn cunDp>Nq j D 31" 37.375"� I— Z OW bZO� ouU)�Z < { rncm �gmOmN ri �n m r- 0--1-jKOU) 0 mrn� gbm To m �m OmNC) O�";o9:X < � N m N m O m D -i -1 r X n+� I O=N _w- mm mmo X i \rn;�+•� 0'N pr�z O W *00 �n-r�S�Nrp imN OZX Z-OKo —� n T— D 0 rnr0 mo Z�r�*-t> °; ° rq(A n p DCq DI =y>N� 'Im rnm _ :O ��q r�r,7> - to -1-0 U) (A C, yd o z'mc n'Dzzzvm-0 a C' c" W N� _ -D in =Tg0m m Nr V a ubo �D0 X I r m - iDK =rr rn } } N D=rn 0 w } w O mKM m at 17tK m z T Z I'yl 4 MORE EQUALLY SPACED n D I dm 6 6 - Ln 0 N r D0 5.5" 41.250' G; to o ZZ g � N � T D A >UIT� O Mg `z 2N x (P +� I N r� rn C n'cm c7 OWC) � nG)� F- > zC)vmi bb �'y } � mmo D to :.ay =� C O rrr 0 , ,• to 2— z m m0C) O m D D } c 00 z = Pul T 0 w =r U) 0 v n mrD •• •M�rD i • � i 00 • • • ••• • • • • • zz Lai U) O (U D • m • • • • • •• • • • • • • • • • 4 F 15 ADDED S_AC R SWS PRODUCT: 9 " E 1 2 $ HINGE SORE LENGTH HS 'EXTERIOR DOOR PRODUCT° MASONITE INTERNATIONAL CORP. N D 4 9 ENE ISI WS 8'-8' FIBERQM OPAOUE C 4 25 NCH PLA ICS WS • OOUBLE DSR LIMT n o -moi B 3 1 L•RI®a EH{wJGEg TOR sEMBLv; 1955 POWIS RD. N o A 2 22 5 D c D s WEST CHICAGO, IL 60185 N0. OA BY • ANCHORING LOCAftONS N R MSIO S & DETAILS —I I I 1 I I— 3, rn m m L W w m � •• A-1 1I- • • � } 4 MORE EQUALLY SPACED t