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HomeMy WebLinkAboutBLDG PERMIT #17-0560 (Windows) #117 7 1..3r - SU • Date:___Lr CITY OF CAPE CANAVERAL Tracking# la31- RECEIVEp BUILDING PERMIT APPLICATION Permit# 1 --OS(p 0 JAN 0 9 2017 (321)868-1222 . City of Cape Canaveral Building Department - P.O Box 326- 110 Polk Avenue-Cape Canaveral. .r'L32920 You may download this application: Hww.citvofcapecanaveral.org. You may fax,,to: (321)868-1247. All amplicitions must include the backside of this form and 2 sets of supporting documents. Important: Please complete the checklist on the b=ack (f this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY (Contractor/Owner-Builder is required to sign for the building pennit. unless indicated otherwise t affidavit. I.D. may be required) c01.0 dd�ssoo Site: ��V/Y►�j\Pt E b,I( 1 I.,. Zon)i g classification: Flood Zone: Legal description of property: IWN: RNG: EC: SUBD: BLK: T: PB: • Property Owner Name: bEBORA Thv U .1" F EEL - f 7 f , ( hone: _ � , -- Address: (R30 COLUM(Nip, c,\ lb CApc�C Mem 1 FLS o Fee Simple Titleholder's Name(if other than owner): Address: Bonding Company: Address: Mortgage Lender: Address: 4 Type of Permit Brief description of work: Building Electrical Plumbing Mechanical V Other WtltbQUJ INSTpo,1. 'Im 61: Type of Square Const. Occu- FPI lines City Sewer #of #of #of #of #of Valuation of work Building Feet Type pancy currently available Concrete' stories dwel- bed- water under (IA, (lassinca available to to serve asphalt ling rooms closets (copy orcontnct Required) (please roofserve this this VB, -tion Parking units indicate as etc) (B,RI.R3 property? property? Spaces applicable) etc) Yes.NO Yes/No Commercial $ SFR $ Townhouse $ Apartment $ jCondominium $ 107d (D7 Other $ ! Architect/Engineer Name: _ Name of Company: Address: ! State License No.: Phone(office): ___Phone(cellipager.):_ Fax: Primary Contractor Name: _ Name of Company: Address: State License No.: Phone(office): _ __Phone(cell,pager.): Fax: Electrical Contractor Name: _ Name of Company: Address: State License No.: _ Phone(office): Phone(cell pager.): Fax: Plumbing Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Mechanical Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Specialty/Other Contr ctor Name:fl- .EL''p(14)-- Name of Company:RAGrEILS ttAlt-kfE $i E.. e, i1 LLMC Address: 1100 ci,_ r,tAlcit. RD fYlI✓P-IST 1c3\}\N b> F`___ p.g5. State License No.: 1( Phone fice): j'3- -7A_-7A_ Phone(cell/pager.): t-/ p 2 Fa • 01 a I1 'x: .1 Building Permit Application Checklist Notes Completed Permit Application Current code edition:FL Bldg.Code Fifth Edition(2014) Current survey showing all proposed construction and landscaping Check with Bldg.Dept.for setbacks Notarized signature—Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O.Unless job is remodeling County Impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt If sidewalk exists on lot I Recorded Warranty Deed/Proof of Ownership Copy of Recorded Notice of Commencement(over$2,500) Over$7,500 for Mechanical change out Current Cert.Of Liability Ins./Worker's Comp. Policy/Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right-Of-Way Planning and Zoning Board Site Plan Approval For all new construction of four units or more Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: Record will be kept on file after initial submittal State License Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: ' Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. l04 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of inspection Electrical Load Calculations Plans must indicate person responsible for calculations 1 Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design i A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkler!Alarm specifications Requires Fire Dept.approval prior to issuance of permit Pool Barrier Requirement Form(signed) Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 5th Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for 180 days from date of submission. By signing, applicant affirms that all above is t . . and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this per it., *ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBT• NEI PRIOR TO COM 0, NCEMENT* /4 _ 6---/j Applicant's Name: !`` IOf .S Applicant's Signature. _. Date: 1 [1/ 7 Site Address: '• U /I 1 1 4_. .. For Notary use only: State of Florida,.�;opnty of Brevard 1 --- Sworn and subscribed before me this `" f day offs . 20 1'i, b' I 17. �r'i Printed name of Applicant C7<. who produced identification: (o f,� is personally know 4:1‘ :1 ...... .y c KAREN *, „t MY COMMISSION t FFHUTCHINSON 951009 ' � EXPIRES:January 18,2020 �/ Seal: .���..i /`i —L�_ i t_ ' C --c-,r�.1 la;`ado Bonded Thru Notary Public Underwriters eri� l,. Signature-N tary Public At Large This form may be duplicated • ANGEL'S MAINTENANCE SERVICES , LLC PROPOSAL 1100 Redwood Rd. /-11\ `1' Merritt Island, FL. 32952 Phone 453-6672 Cell 480-6199 e-mail Toolbox 111 @cfl.RR.com DATE SLC " Licensed & Insured" 01/07/2017 Proposal submitted to: Work to be performed at: Ms. Deborah Tuten 230 Columbia Blvd Unit 117 230 Columbia Blvd Unit 117 Cape Canaveral, Fl 32920 Cape Canaveral, Fl 32920 321/223-1223 We hereby propose labor and materials necessary for completion of: Installation of 4 High Impact windows Size description : 1@ 36X37 % 1@ 52 X 38 2@ 36 % X 49 % Includes 1 Mull bar Quote includes cost of windows and other misc materials; window seals, caulking, tap cons Windows purchased by customer 2045.67 le*, 34 Labor 900.00 Permit 125.00 GRAND TOTAL $3070.67 THE ABOVE WORK IS GUARANTEED TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND COMPLETED INA WORK LIKE MANNER FOR THE SUM OF: $900.00 LABOR FEES WITH PAYMENTS AS FOLLOWS: 200.00 DEPOSIT TO BE PAID PRIOR TO COMMENCEMENT OF WORK AND BALANCE DUE UPON COMPLETION OF WORK.. ACCEPTANCE OF PROPOSAL: THE ABOVE PRICE AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED. PAYMENTS WILL BE MADE AS OUTLINED ABOVE. SIGNATURE DATE Brevard County Professional License: 9630097 PT372 WD141 FT194 Hnmp Renair Painting Winrinwc 127 llnnrc ii lnnring R Tilp zAal e; Ur7.,/!A' -,..' /.7,./ ,- 5,1 STekL_LA 1 (D OV \--1 ;tr, anti �r\1 a' -- 79v. \t 1 U)INa)5 '� 117 4a ' e0.5-° ; .��/fx. "� , i . Folk e6.4" y 3 i -.-i •Q cana��� rti of ca, eN 6 26.4' T5v DFS,. CONST' r 11 Zak¢' 2��' s -'off -n k 4 :Fay?v:klEe17,:;attpttl'eti4os an not aut orrte dames U/!/f © Zlo.�'1. m �, erni��.cxdm m :See /YoJle 8 ..... :\tfil 14 Q , (� Un//, f fed s 26.4' ' ` .eei� il: 1 NZ 21a.ie' Leif/ ' Tyf0. _i £ e6.4 e../7/1,.o' ‘ . ' ` , `T._�Uni�0 0 may , s � , r) , T_ TCr . 64' ea4' ' 2G.4' 1 o U/7.f s: ' :� Ur7i7'�3' 0 iti) S '. .PcY h Typ hl 41— 0(c () C-6\__QM6A .'6 .,\il A 20 3' _ ZG.4' 3' a .y C E_ (QtN\lE L rp- 3?-9,20 kt. ¢th-z' A s tica7� � z x ,e-c,- N; .eer. M C'0' 4m e' j 240' 1 I J it X112.57 .=--z. 0 a ic,' ,47.v R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluations Report Report No.: FL-19911.23 Date: March 29,2015 Product Sub Category Manufacturer Product Name Category Silverline Building Products Corporation Series 70-Model 2127IMPACTFL Window Single Hung 1 Silverline Dr. Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 with Flange Phone 732.435.1000 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E. (System ID# 1998)for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3, Method 1d of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ'requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14911.23 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-14911.23 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by NCTL 110-16326-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E. NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96, D1929-96, D2843-93 ETC, Laboratories J. L. Doldan, P.E. D638-96 and G26-95 2. Dade-County NOA Materials Testing 14-0423-16 Saflex®PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No. FL-14911.23 RW Building Consultants, Inc.(CA#9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) 4E���'y ra Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. •• o°. ref • 5. Quality Assurance a a`q �`4r Certificate of Participation issued by Window&Door Manufacturers Association,certifying that SilverLine Building Products Corporation is `Y `----� manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. • 4 Lyndon F.Schmidt,P.E. FL PE No.43409 3/27/2015 Sheet 1 of 1 • „„.•,4, `., ` ,". SilverEinë gi Q. m m gi m byAndersen =01=Xi . iis l_z�q :.::(1)'.,' 2 B4":10:7-Vi o rn '�" 5� o �WINDOWS • DOORS ; •... """> . � � ""//� r*PNDN\ o n° 0 253,25"MAX.OVERALL FLANGE WIDTH rA d a N .. I- 52.0'MAX.OVERALL FRAME WIDTH --- 12 g v i g z SERIES 70 - MODEL 2127IMPACTFL K ` N` '° a EXTRUDED VINYL SINGLE HUNG WINDOW �Z AI; w/ FLANGE 1 ; vi gi "IM PACT" (=7 3 h= O co 0 o 1,1o GENERAL NOTES z f �� F w a Z J •.0•D 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code 5 F _ m 4s (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). J J W v N LIJ a w z 8. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 O / �' �' material shall be beyond wall dressing or stucco. X j o o' � ' a. a a. a. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does Q M J not require an impact resistant covering. r,.. X LL a 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies F m O- r; with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and FBC Section 1609.1.2.2. IRI vs 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck i___/ \ d 3 xz r =4 �3 n masonry construction. 4 2 oc 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a a licensed engineer or registered architect. Q a W n z 7. This product meets water infiltration requirements for"HVHZ'. 41 n 72 TABLE OF CONTENTS • `°a SHEET# DESCRIPTION OVERALL OVERALL MAX. DESIGN PRESSURE(PSF) z GLASS FLANGE FRAME D.L.O. — °� 1 Typical elevation,design pressures&general notes TYPE z 2 _Horizontal&vertical cross sections DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE a 9/12/13 i 3 Horizontal&vertical cross sections 53.25"x 74.25" 52.0"x 73.0" 47.625"x 33.50" G1 +55.0 -60.0 SGUE N.T.S. a g 4 Buck and frame anchoring MC.EN: JKa 5 Bill of materials,glazing details&components ark er. LFS ii FL-14911.23 0 ro SHEET 1 or 5 G J • R:\Clients\Silverline Building Products-P\Florida Product Approvals\FL-14911\C-Drawings\FL-14911(2014h FL-1491L22-23.dwg,224 a _,,. ° . s, ,, cDe ,-- , ,, .4m i .. . ,. , ,,, �Z : iLIr _i ! 1 Ill ,_ NNO iri mO o �s i il fww 3 , wD L ©DF e o,30= Fo a N f 0O Z x E A A N -' NO 1�1Qrm-m3300 N 7~C OD Tm 0ym HT1 - r'yi �p0[nm FA e P=H-Ano o O >< mXz�= Z A m m 2 r Z 11111 rn = O v m 8 m m Cp D m Gl'e y Z " ffl0 IT�� U e m A 06 X 0 1� �QI e m .� it.ma amu,,,, Z� � � .--ter m 7C m 4t E moi I• G1 aow maw wow O O 11 LW1h. - a • 7.. V T J PPT 13 3 7.Z 11/4"MIN. -- -I Ir,T EMB.TYP. . ./�� Q © QQ' a "' o e I� Q It) \t .. . \ 1L ___—A - .-,-. n I=—r — �`�==='�� '-rte=lial ° ��Ih �I _�� �� I .._.m.,_ _=7„,........111 z. 4 PI • N ''° ,_ ,r, II . . ° a ° ® O ® n n s e �i O e ' e A 0 6 n O o FR O 'n J •\‘‘‘i%• •CiFUy/0///V /�/�iL�!"``A NO.43409 9.2i,1z*' * •1.*_ 2 o l PRODUCT: Documents P orn1CVr / T rapored By: 1 Lyndon F. Schmidt '';',At, S'••�•ON.IDA,•'..... SINGLE HUNG WINDOW P.E. No. 43409 /�//s/OrgAL V`,\'\ N /11111111It\ Z za 2 3/24/15 UPDATE TO 5TH ED. (2014) FBC IFS PART OR ASSEMBLY: //�� BUILDING CONSULTANTS, INC. cX in 1 9/16/13 REVISE DRWC. NO. JK 1 �W P.O. Box 230, Valrlco, FL 33595 lI Leinio t°' N0, DATE BY HORIZONTAL & VERTICAL Phone No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 - 0 2013 R.W.BUILOINO CONSULTANTS INC. \``srsl...11�r1'' �` N `p'ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL, p ' ,, ,, ,, `� ii)- Z"E ,. z 4. 6• : < °oin INTERIOR Ili ��� .1,,,,,,,,,,* .�5`� j>°n 0 _ 0 ,�,�� \\ N a V Z$Z U ,,„..in „. . . 1 �. s C W ,...„ ,• ,. .....,. 11 . _,.... y rn _ ill • olilTW (� a �� r� ' EXTERIOR1111 INTERIOR 8 fi a •r11a_ oi1.►,� `G, r- SEE g (, 0 EXTERK)R 9 / NOTE2 SEE 8 Pr,' J 22 1� % 0NOTE 1 ISiU I 1-1/4"MIN._ ���III��/ �� c. �W 1-I/4"MIN. k i , '^ EMB.TYP. BELOW THE MEETING RAIL BELOW THE METING RAIL(p 1B• 'I. m ,N ~ ���J ©HORIZONTAL CROSS SECTION �J O 0,:_-__:.!,,,,,A,,, it %1 I` Shown w/1 X buck ' .� N� 3 Q NOTE: 0 I.j% 1\I I �i 0 • h o x R 1.LOCATE OPERATING SASH LOCKS 9.5' ;' �% !I FROM EACH END OF THE ACTIVE 1 MEETING RAIL,FASTEN WITH(2)#8 x 3/4" SELF TAPPING SCREWS. 4 1 18 2.LOCATE SASH KEEPER 9.5'FROM EACH u t END OF THE MEETWG RAIL,FASTEN EF. ^ WITH(2)#6 x 3/4"SCREWS. Qa (1 ut ti ^1 D'I a 0 T�-- O I 19 Wtn.p 0 O 20 1iii 1 •1111 0 i�I 20 I ��* ,ill O 20 . I *//� I O o c 'll I ->sj II ri m,. DDD ® Q Cll. U La 1 0- 000 4O 0= ��O W i I nimi�� O n 1a1 R p �• .n.• ° me 9/12/13 = 8 • • • o S' ° ► .. saw N.T.S. DWG OVERTICAL CROSS SECTION 4O VERTICAL CROSS SECTION am. JK 3 3 Optional masonry sill ED VERTICAL CROSS SECTION 1L3 Optional masonry sill owlwwc rn.: � Shown w/1 X buck FL-14911.23 S. a M 3 or 5 N Mr 5- ;� .,••.O . u, _C.Z � 50.1?r:iZ n N z "o Q':0;N orn 4,. J Ti r "III/4 : ..., E0, _m .*1 PA\ V F.,;3- 6"MAX. E^-- o � • � 'A ! I L 1 Z .. ci . n u u° 9 o co a / J N a` "'Ls' maam 111 TYP.OD Q Ii ' :CK - 2X BUCK 1 X BUCK D 2X BUCK TYP. t, 3 a — — + S W f FRAME 3 §z v f.. . m 4$z MASONRY ,- MASONRY I x OPENING 1 OPENINGS SCO CO" G O 7. IM - - t z a.'i.....1 V •O BUCK ANCHORING FRAME ANCHORING z MASONRY w o 0 2z v, CONCRETE ANCHOR NOTES: O a K 0 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. a R edge distance to mortar joints. 4 LI 2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to o q maintain the min.edge distance to mortar joints.additional concrete anchors P re may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. ,,,n 43 3. Concrete anchor table: a 1-'1- a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE . \N.a o nrn ti TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT o EDGE ANCHOR N•-z U TAPCON® 1/4" 1-1/4" 2" 4" ooh 9�12�13 a ti ELCO scvF: N.T.S. ULTRACON° 1/4" 1-1/4" 1" 4" DWG.ex JK m clic et: LFS 3 — WOOD SCREW INSTALLATION NOTES: OaAA„c NO. n = 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-1491 1.23 0 wood screws to prevent the splitting of wood. N SHED" 4 OF 5 g ```N��f t*i r i f sr i BILL OF MATERIALS ``� '''',.iys'.' ITEM* DESCRIPTION MAIENAL O:' ':1/:::- N -- —...—� \11 A 1X BUCKSG>=0.55 WOOD 3/4"OVERALL .7.X:'ro A IS o':J�ti n B 2X BUCK SG>=0.55 WOOD I THK.GLASS =U:w * �' &'Q_z r. C 1/4"MAX.SHIM SPACE - 'N':7 z° ,,F4'•:'O.12 6; D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL i ���_ i 1/8"ANNEALED %w y�� 5, >••..'••........ . 5. r— ECONCRETE —y 3/3 'ANNEALED ''/, ' �`' z 0 rl - MASONRY-3,000 PSI MN.CONCRETE CONFORMING TO ACI ) �� , N 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 t. - -- - �iql * � F #10 X2"PPH SMS STEEL _ Ra_� 0.090"SAFLD(OPVB INTERLAYER II I I I TT` ° „ 6 4 I UN•; 1 EXTRUDED PVC MAIN FRAME#52-2611' PVC mammal " — 3/32"ANNEALED , .2 E o m;6 2 EXTRUDED PVC SILL#52-2673' PVC ' E^I a H g -a 5 a. 3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC 1/2'•GLASS * m a a Y. 4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE \ 4 c INTERCEPT SPACER • i z 5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVC . 6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC — DOW 995 SEALANT 3a (� 7 EXTRUDED PVC STILE#52-2905• PVC a 9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227' PVC GI GLAZING DETAIL 5Z 10 OPERABLE SASH LOCK#12-2241 PVC 3 11 SASH KEEPER#12-2240 STEEL Z z2z 12 FIXED MEETING RAIL REINFORCEMENT#50-2608(6105-T5) ALUM 3 a • 14 LOCK RAIL REINFORCEMENT#50-2609(6105-T5) ALUM z 15 BOTTOM UFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM o a 0.84"----- ' 0.78" o r = W 16 WINDOW SCREEN - � ofci w N J 17 WEATHERSTRIP PILE W/FIN.187 x.270.LOCK RAIL&SASH(ULTRAFAB) - �T 1 I z 0 l'='L 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED METING RAIL(ULTRAFAB) - i 1 0 0: o 19 WEATHERSTRIP PILE W/FIN.187 x.150.SILL(ULTRAFAB) - o 20 WEATHERSTRIP VINYL BULB.187 x.375"0(AMESBURY) O GLAZING BEAD O GLAZING BEAD a a. m . 33 TILT LATCH#2818-00 STEEL Sash interlock ,,,r r • 34 #8 X 1"PPH SMS STEEL J m b •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED t — 0.91" — I d I Ob79" i 0 R, BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". l� r L 0.335' { �I` �Ir�—,10L� 0.065 7— 0.125' ; I 0_%/.-I b' W O I—I � T Z F 1.16" I 0 0.455"---I k-- y T h r; EXTRUDED PVC BOTTOM RAIL 14 I S I2 LOCK MEETING RAIL BOTTOM LIFT RAIL 3 SASH LOCK RAIL TOP \__}Renforcement \:_71 Reinforcement V:2 Reinforcement -2 w ¢rn P E o ¢ z C r') o 2.69"—; 2.67--.-I \\ LL r j 0 71.16° I ��{ 1.19 �„o n o f O I r 1.16" I o "° o a ff o o.oss p L " r ,, Z 7.- Elliln Lo _ 0.065 -0.065' a E 9/12/13 n 0 0, 1 -JL' �2Ic�S L N.T.S. } 'O�t IL i In I I ( Dec a: LFS 3 o J o o f I 0.91" 1 EXTRUDED PVC SONE : DMWNG NO.: CPVC MAIN FRAME_ r ©PV u o oa I 0 EXTRUDED PVC MEETING RAIL O EXTRUDED PVC TOP UFT RAIL FL-1 491 1.23 N SHEET 5 Dr 5 0