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WS-17-671 hiS _ �►`� l i � ����� .� . _--- Permit No. WS-3-17-671 IR Miami Miami Shores Village Permit Type:WindowsfShutters 4 10050 N.E.2nd Avenue NW � orkCiassificatiora:Window/Door Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 <nRmA 09/12/2017 Issue Date:3116f2017 Expiration: Nowimmomman Project Address Parcel Number Applicant 241 NW 92 Street 1131010331180 Miami Shores, FL Block: Lot: PERFECT HEAT LLC Owner Information Address Phone Cell PERFECT HEAT LLC 241 NW 92 Street (305)608-4672 MIAMI SHORES FL 241 NW 92 Street MIAMI SHORES FL Contractor(s) Phone Cell Phone Valuation: $ 1,900.00 DAVID HESTER INC (786)294-0954 (786)246-6429 -- Total Sq Feet: 0 Type of Work:PURCHASE&INSTALL NEW IMPACT WINDO Available Inspections: No of Openings: 1 Inspection Type: Additional Info:PURCHASE&INSTALL NEW IMPACT WINDO Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-3-17-63290 DBPR Fee $2.00 DCA Fee $2.00 03/16/2017 Credit Card $ 131.20 $0.00 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. +a6 ty (� Yom- March 16, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 16,2017 1 Miami Shores Village TUE p Building Department MS 4 zo» _ g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $Y; Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. RC U6— Zb i3 PERMIT APPLICATION Sub Permit No. W S 114)-7 � W.�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE�"OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /' Flood Zone: �r BFE: FFE: OWNER: Name(Fee Simple Titleholder)Ifff-T LT SEAT LLL. (4TR 1.A IgAhone#: Address: 14f lit/ AI g 2 N o S12 F_F T City: .0(liM1 State: t d i2i1p Zip: 33 {Sa Tenant/Lessee Name: Phone#: • Z Email: t J1/ U C (�CI(Lfee-TIPLA i( . FGy QS ` 6'�-Z., CONTRACTOR:Company Name: \� \Vr"'4- ire 1� tO — � 11p y �- L'S t' Phone#: Address: '` 2 0 'y E \\+--,a s4 City: t ^� ' �= \ � Zip: J 1 �\ \ ` tate: Qualifier Name: ��'\ 1 S -C Phone#: `�b — 2-4 � — State Certification or Registration#: �� �-to 1 3y Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: � City: State: Zip: p Value of Work for this Permit:$ 1 1.©0 . Square/Linear Footage of Work: Type of Work: ❑ Add itio_ri '• tshAlteration ❑ New ❑ Repair/Replace (�❑ Demolitionp q Description of"Wgr�C -I-tog 1� N-'e �l• rac� l v4eU J On WVj3A-e-& Specify color'of co/o,'t1Vi�t j6' _ Submittal Fee$ Permit Fee$ 1 CCF$ ® CO/CC$ Scanning Fee$ " Radon Fee$ DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ ° 0 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 1 2A (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , m lVtt' Signature NE rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this a� day of 20 20 I by day of ooO�/e- 10� 20 7� by �►-rr�-�' 61 Q-0 ,,who is personally kknno�w,�n,�t—o- ' �� �Q "e S .who is pe� ally known to me or who has produced�'04-f AQI�/ Tk5- We me or who has produced r, � f" as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: .��` p••ISS/ •'•.'Q9� Sign: 1 O Print: cN�Y nUs6�� m Print: J N tata•eYflorida z• — .•: My Comm._ xp res Ju Seal: �� #FF95g760 *= Seal: =";, ,� Commission FF 035816 '�.,�9•'•��yy�ia, i� a •� OF;;t°``� Bonded through National Notary Asan. %AG9 • ICU �OQ�� STATEDF APPROVED BY ' " Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RFCrF'VF� W ( 7- 6-71 ' MAR 16 2017 M IAM 1•DADE B`� __ .GKA MIAMI-DADE COUNTY LZajrjlj�( — — PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(R R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T, 11 (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCES A • www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 � SCOPE: This NOA is being issued under the a lica'e '%les,arl r dations governing the use of construction materials. The documentation submitte. ' bi�en x`le,I ewe d nd accepted by Miami-Dade County RER - Product Control Section to be used in.Miami Dade County an''other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control 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. RER 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 Lu Code, including the High Velocity Hurricane.Zone.- F- < DESCRIPTION: Series"SH-7700(Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control W Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County j Product Control Section. ® MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Z3 LIMITATIONS:Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in 0 0 height without external protection device(shutters) —1 CL LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, staje,rs.ries, pp Q and following statement: "Miami-Dade County Product Control Approved",unless othgcwi o,noted Fqg"• 000000 RENEWAL of this NOA shall be considered after a renewal application has been fired and therp•has been .' no change in the applicable building code negatively affecting the performance of thijpevcfact. •• +•••:. TERMINATION of this NOA will occur after the expiration date or if there has b een+a xevisiorL or ohange .... in the materials, use, and/or manufacture of the product or process. Misuse of this 404 as an e4ddr%8ibent of any product, for sales, advertising or any other purposes shall automatically tenr1lii4te9tis NOAsFailure •; • to comply with any section of this NOA shall be cause for termination and removal oTNOA. •• . .•• •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dadj'Ceu*ty, Florida, and •� followed by the expiration date may be displayed in advertising literature. If an3i por4on of;"NLA is "•'•• displayed,then it shall be done in its entirety. ]INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer.44 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 No. 14-0908.10 and consists of this page 1 and evidence pages E-I and E-21 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-1003.01 MIAMI RADE COUNTY AM %f / Expiration Date: December 27,2021 Approval Date: December 15,2016 ( E I Page 1 Lawson Industries,Inc. MAR 14 2017 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated•Q§42l/16,••••0• prepared by manufacturer,and signed and sealed by Thomas J.;JaMs;P.E. . . .• 0.0.00 .. .. 0000.. B. TESTS 0000.. 0000.. 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading pel TBC,TAL292-94 • 2)Large Missile Impact Test per FBC, TAS 201*�4• .. .•• .. ... 0000 0000. 3) Cyclic Wind Pressure Loading per FBC, TA&203'94 along with marked-up drawings and installation diagram of an-akxxinum single hung • window,prepared by Hurricane Engineering & Testing, Inc., Test Reports tjq jWTI....... 09-2530A and HETI-09-2530B, dated 03/02/09, signed and:seal8d by Candido F. ••••: Font, P.E. (Submitted underYOA•No. d9 bV6.09) 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 �. Man el terez,P.E. Product Co"r Examiner NOA No. 16-1003.01 Expiration Date: December 27,2021 Approval Date: December 15,2016 E-1 s Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS .... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameticajnc. for jtgy• "SentryGlas®(Clear and White)Glass Interlayers"dated 06/X/1S, expiring cn ...... .. . 07/04/18. 0 0 . ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerk ,luc.for th8ir :....: "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring ori 12%1/16.:...:. ' 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chengjc.#,1�ompaV.WA) ,,;,,• for their"Saflex Clear and Color Glass Interlayers"dated 06W/J0,expiria4 on ...... 05/21/16. . . . . ...... .... F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC-5te Edition (1014),ands pf no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. I1-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A&B,issued by Hurricane Engineering&Testing,Inc., dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C,HETI-08- 2004A,HETI-08-2060A& B,HETI-08-2061A & B, HETI-08-2062A& B, HETI-08-2063A&B,HETI-08-2064A&B,issued by Hurricane Engineering& Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series"SH-7700 (Flange Frame)"Aluminum Single Hung Window—L.M.I.", approved on 11/06/14 and expiring on 12/27/16. Manuel P ez, .E. Product Control xa finer NOA No. 16- 03.01 Expiration Date: December 27,2021 Approval Date: December 15,2016 E-2 48'- - 5''P' 53125" ,INSTALLATION ANCHORS: - WINDOW F_ANGE FRANC VIUIH 4IN]DV FLAN..E FRAME VIpTH INSTALLAi[GN ANCHORS' - 41NDDv FLANGE FRAME VID IH A)4 MAX.AT FRAME 4EA0 INSIALLAIIDN ANCHORS-- (A)4 MAx.AI LMAME (B>NONE PER FRAME SILL — 1]]/4• Al 4 4A% T FRAME E40 10 15/16 (B)uONE PER FRAME SILL -..! {� C O 4 (C)FRAME JAMBS(SFF$HEFT p4I Q MAX.DC (B)NONE PER FRAME SILL MAX.D.C. Al (C)FRAME JAM3S(SEE SHEET p4) ,4 Mq X.3C.C.l a {3 (C)FRAME JAMBS(SEF.SHFFT %4) 6. C 6 p -5 _Z NAX.-1YP. • - - r6' - - �r 6(ALL CORNERS I VAX_TYP r 6 ALL CORNERS ")a0 Co'O Mo.. O.L.O. Wld h ALL CORNER$ =11479 t6 ., Ino,o b Q L 4 ' F 1]}/4• ------orf f/°=-q"'-: _ II�/f/ e n - T� j o a e z oN MAX.ABOVE- Z MpX.ABOVE II W „ D V wv ?''^. IU 3/16' _..-__ _ _. ?J Z Q Q Q V$ MEETING RAILS . D o' I D R " f i `;'> IMAX.ABOVE M.Y.�'il.L.O. Width - Mo=!'D.L.O. Width 2 D.' MEETING RAILS In = (n 1 AT ti o= 11/15 I (�'- SAB 11 11�� - W f a a ET. zz 0 u _ •MEETING m B oJJ ¢W O j 1 RAIL �> a .5 i� H I'o aN V1 B 1 AT o �- ao 1 Ar 1 o Z Z W6'MEETING o ? om i 1 MEETING zWRAILS 9 ]/8' �X x ID 3/4' V . f`_ z. MAX. BELOW WET BELOW --- �� - - -- •' �� -=s MAX. BE MEETING RALLY / M EIING RAfLS _ - ` 7 (n Car MAY. — f ( 6 MAx. 1 GLI 4 'Y: S (NT.FALSE COLONIAL �Cj 43'1 t4 ZQ 1 q EXT B INT.FALSE COLONIAL If"^ _ �_ __,�2,;,5. -___,- MI INIINS ANE APPL LEL W/ � MUNT!NS PRE APPLIED V/ ��] ✓/ SILICONE AND ARE ��— '-52.1.5'---- ---{ x WINDOW BUCK VIDTH VINJCV D.%.K WIDTH WINDOW BIK.X WIDTH F O W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. f��y O C 6 AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION • INCLUDES UN-EQUAL LITE AND RAWLS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHELT 4 OF 5) h�Y a SI a z (LIMITED TO LOADS ON SHEET 4 OF 5) H) >_ In neral N SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME ` 1zI L) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THF. REQUIREMENT I~ W OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANCHORS-----� I WINDOW FLACE` t0 E 'FRAME VIDTH ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISrAN'C. <A) t MAx.ar FRAME HEAD '• _ (SHUTTERS NOT REQUIRED) (B)NONE PER FRAME SILL '3 v4• (Cl FRAME JAMBS(SEE SHLFI 4I� IMA% U.C. d\ 2.) WOOD BUCKS SHALL BE D AND AN SO THAT THE BUILD { I A 4 (= CIS LOADS IN EMENT'S ,'TYPICAL AT OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. -'�ALL CORNERS) T_ _ Io 30 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES mol, O.L.O. w. Ih = 8 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED -::48ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 2 9 s/B• _=====l �ff�==- o o $ o ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND o IMAX.ABOVE o < L TO BE REVIEWED BY BUILDING OFFICIAL. m MEETING-RAILS u D - .moi 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE. GIA7R AT E z� -t QT •+'- +f sW LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). _ 6'HEET[NG z t 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. I RA!L� " g€g 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. Q= 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 8m (� 1� / ,�•� • • • •• tw 9.) EXT. At [NT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/ SILICONE >a 3tiali B E L 0 V : • • ----- • • • • • • rt r IU.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED nEFTmG aA[L�, (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL & NOTES) i B • • • IsRODUC}REVISED (n z„) a,� '�` • WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, { •• "• • 'l: p�,tng with the FI wa eo-vN eet`0E•.©`f^"' SECTION 11.3.3.3. 6'Ax. liA—ptgo.r fn 16.100g.o 1 : CS, F±:. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. . ati(w } 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DA-DE COUNTY APPROVED {H tie x1 G WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE Ex'. a INT.FALSE =OLDNIAL • • G • ••• (;Z NTINSCAR BUT TIIF LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MU .o�� E • •' • • and pr - Guo MU 5T125"�—• • • • F s L TO THE ENTIRE MULLED SYSTF,M. SIL[ORE ANC ARE APPL I-D 4/AVAILABLE AS OPTIONAL VIN OOV•BUCN wyrM • • • • • 5 • • ! y VQy 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL 4.ITE ELl•IMTION • •• • • • 1.!'y, 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MA'CERIALS TO BE (LIMITED TO L�AUS ON SWHEET 4 OF 5) • -'-" PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA HLDG. CODE. or • • • • ••• • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4'-- #14 SMS V/ 1 1/4• MiN. EMBEDMENT INTO CONC. ALL W000 BUCKS ENGINFFRFD SEPARATELY MIN.EMBEDMENT INTO WOOD. 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP) LAM NATED GLASS .PT.WOOD BUCKS SEE ELEVATION t SHEET xt (SEE ELEVATiCN AT SHEET .1 24 =CR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. FUR MAX.FASTENER SPACING) r MUST SUSTAIN IMPOSED IJIADS SILICONE ADr7F SIVF O Q 1,1/1D1"M;N, I 23 BEDDING C7MPOUND ° �n O O z_ O A 20 1/4' TAPCON V/ 1 1/4' M°D O 41 le lz INTERIOR MIN.EMBEDMENT INTO C❑NC. ")ip y B" a ° e EMBEEMENT a ° (SEE ELEVAIIUN AT SHEET 01 N Q ° ° ° le • °d --e=___ a GR MAX.FASTENER$PACING) O ^ , a F . • C L L I s _ �� I - - - --- -- - _--"_____=__ - - L.• -- 340 a ca :, ? MIN. 12 12 l 1/4'NIN. _ _ ; F O A £W y F MBEDM N = _____ __= EMBE DMENi mod G Cr N 9 EXTERIOR GRADE _ _ - ____ - °° EDGE DISTANCE PERIME'ER CAULKING O 1 ° C7 a o 1 16 19 O B / L zt z U 3 a SIL ICUNE ADHESIVE EXT. GRADE D EXTERIOR OO • � '� F � '. BEDDING COMPOUND CAULK EXTERIOR GRADE- ¢ C7 C) t 1 PFRIME TEC CAULKING U N LAMINATED GL SSI, =RAME WIDTH I, OD O I I 24 i MIN_ HiN.cneEDnNi It r❑W❑aD. r—l"I MWINDOW INSTALLATION NOTES: DGE DISTANC Ip� Q INTERIOR (SEE ELEVATION AT SHEEr r; 6 w o MEETING FOR MAX. FASTENER SPACING) I. THE WINDOW FRAME FLANGE TO BE BACK-BECDED W/ AN EXT RAILS .18 GRADE CAULK THROUGHOUT THF ENTIRE PERIMETER OF FLANGE Iy C U7 U EXTERIOR EXT. GRADE F.%T. GR^ADE I 9 WINDOW INSTAL L FR (TYP; O CAULK ' CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME. TO 5 w 1 v4•MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK f F n EN BLD.ENi Y( (� B 5 BY OTHERS (TYP,) 3 z O cs, I O a 4 9 5 O AL • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR Q 2 Tn Z E MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ry W 3 t 1 A r (n 8 - ❑ ANCHORS NOTE: 28 ANCHORS TO BE x12 SMS OR WD. SCREWS INTO WOOD, OR G 4 8 1 17 I ;' � 1 1/4' TAPCONS or APPROVED CDNC. FASTENERS INTO CONC, m WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR t9 I CDNC. (REFER TU LUAD TABLES AT SHEET 4 OF 5 FOR € 3� 1 _ DUANTITIES REQUIRED) 0o s' B 25 o c o 16 21 J c c 5 z Z p 20 6 28 O 14 O 6 ` z< a a .;• W 11 �2fl� 14 3} EXTERIOR GRADE �I 2 •• ••• • • • • • •• S PERIMETER CAULKING L� 2 1/4' MAX. • • • • • • • • • I SHIM •• •• ••• • • • • • % ....... iy TYP • • • • • • • p1(r�,•D .,?!3/t• • a °L ©uitdu g/Code4th the FlArida _aa' (v•40 °L aePlenx No I6-Ioo3.O y :v n r 4 'U L . . 1 .. ... �� ., �. EXT GRADE/ — • • • • 9 - I CAULK) • • ••• • IIr t' iot t CuDtrI+(I I BY DR 2 BY • •• • •• • • • ��"{- Oj,y,l� WOOD BUCt ••• • • • •• �j�F.• uED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 BId SM.S. V/ l L/A' MIN EMBEDMENT INTO VppO 24 IT (SEE ELEVATION AT SHEET BI 6 6 Lb FOR MAX.FASTENER SPACING) INTERIOR I/N MAX. 23 sHln swcL e 'SILICONE OPTIONS IN'ERIOR EIN;$R _- -�--�-- O --------- DOV CORNING 899 NOT BY I.AVSON INDUSTRIES.INC. b q z SCHNEE-MGRCKAD 5]31 ,-- _ ______________________________ _M) .� TREM[O SPECTRUM 2 n 51 GLAZING DEPTH EXT,GRIIE BACK BEDDING 2`D TO BE APPLIED BEHIND O d Z LAMINATED GLASS COMPOSITION - TYPE 'L VI FRAMs FLANGE BY O 0 q a O G 2% 2x INSTTALL ER<Trv.) � 5 a+O� 2 •,�'" E� ITEM GLASS DES CpIPTION 4 DETAIL LAMINATE DESCRIPTION - 3,4 M ! ... d t 1/8'ANNEALED GLASS - Z W a X w { 2 0.090'PLASTIC INTERLAYER _ SAREx PVB by o O V 1 Enstnnn cnenKP(co. - Z q Q O ) 3 1/8•ARNEALED GLASS 114_1 VFATHERPRODF I LOCK (LATCH AND SWEEP) OPTIONS F,0 nT MOISTURE BARRIE N W X BY OTF•ERS(TYP. OD Z d a Ex. of 1 va• MIN. ___ --= I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE m °i o k LAMINATED GLASS COMPOSITION - TYPE 3 nBC OnENT LOCKS ARF. QUALIFIED FOR USE ON ALL WINDOWS. J V `q a o ITEM cuss OPSCRIPTIDN 1 DB"fA1L IIAMINATL DESCRIPTION, 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED � 1 I/B•AtaJEALED GLA { ':"; _-- - FOR USE ON ALL WINDOWS. x o s` c.9r� SEMrprcLA3 by >a� � Cx. Z DD90'vLASTIC INIERLAYER __ _ K�rnrny A„erlcn.Inc. "` `« .:' :; EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. e z ] 1/8•ANNEALED GLASS 1 EXT.GRADE PE RIK TER CAULKING ENOT BY _] L.AV SON INDUSTRIES'. ::3�y y V TO BE APA-IED BY OTHERS ! = LAMINATED GLASS COMPOSITION - TYPE 4 ICI JAMB urP.) Y ; ITEM CUSS DESCRIPTION DETAIL uMINATE DESCRIPTION _ O C4 a S 1 L/8"ANVEALED GLASS —I L - T STUCCO OVER METAL LATH NAILED TO A. BUiACI iE vVB by EXTFRIOR GRADE PLYWOOD SHEATHING Iy/� CS z TN 2 O.C9G'PLAS i1C INTERLAYER nc I Klrnrny A-�ericn.Inc. TO BE SPECIFIED By ARCHITECT OR G.C. ll� a I NOi BY LAVSON!NOUS TRIiER[OR FINISH BY OTTRUES.ES,:NC. �^ j 0. _ O I 3 L/e"ANNEALED GLASS Z Ax.r-1 NO WOOD FRAME INSTALLATION DETAIL F o E LAMINATED GLASS COMPOSITION - TYPE 5 REM CLASS DESCRIPTION I DETAIL tK� MINATE DESCRIPTION ALUMINUM MULLION VSAT-STRERCMiENEG GLASS =___- TTACITE PVB by SEE MULLION APPROVALS FOR B 12 X 3/4'S.D.S. SEE MULLION APPROVALS FOR 2 0.090'PLn$iIC IRTERL._R =_- .o-1r MULLION TYPE, SIZE ANO MAX MULLION TYPE, SIZE ANO MA%.I3' = Jaroy AneNca,Inc. FLAT HEAD,PHILLIPS DESIGN PRESSURE LIMITATIONS. I 1 DESIGN PRESSURE LIMITATIONS. (STE ELEVATION AND IH] P: x J :/8"REAi-STRENGHTENED GLASS i �i A (ALUM.0.078"MIN. THICK) -__ DM TABLES FOR 'IUANTITY AND FASTENER SPACIN,) INTERIOR NOTETHE LOWER PRESSURES OF SINGLE Do N NOTE: THE LOWER PRESSURES OF SINGLE t 1/4' MAX. HUNG'WINDOW OR MULL SHALL GOVERN It 20 HUNG WINDOW OR MULL SHALL GOVERN II 1 SHIM n m tt ll- 5 t2 S.D.S.x t SPACING L. dC z3 INTERIOR i iI SCC LLEV.SD, FOR SPACING PN jN j S e 'SILL ONE CPTTFRr: _ _ -- --- OOV CORNING 899 I e q SCHNEE-MCKME,AD 5731 24 TREMm SPECTRUM 2 asoc•-I— I NOTE: E E 7 GLAZING DEPTH =_--__- I I ALL SIELL IN CONTACT WITH X I N m u _ -'--- ALL TO BE PAINTED OR PLATED P I{ z INSULATED LAMINATED GLASS COMPOSITION TYPE 6 I 2 METAL STRUCTURES' 4 W I ILILL �, A)STEEL Fy 36 KSI M'.N. Z Z ITEM CUSS DESCRIPTION DETAIL LAMINATE DESCRIPTION ' u I 1 I/e'.EAT-S iRENGHTENEO CLASS { �' (STEEL Ifi GA. MIN. T,ICK - D.C48-) 21. 2 UM'PLASTIC INTERLA•ER EXTERIOR PERIMETER WINDOW FRAME 8)ALUMINUM :6063-T5 MIN. i.4 0 j(I (ALUM. 0.078 MN TM.CK� E m 3 1/8'KAT-STRENGNTENED FiIASS 0I _�� T, E2 SEA,MT EXTERIOR 4 1/4'INSULATED AIR SPACE I.Vp • j BLTA[!TE PV3 by EXTERIOR GRADE- E1 ¢ a t v _ _____ 1/8'ANNEALED GLASS { i t� } yjp•- Kvreroy Anencn.Inc. PERIMETER CAULKING FRAME MULLING DETAIL • ••• • • • • • •• J -M?TAL STILlUblE:ATIA04IM£N? DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 •• •• ••• • • ••• • `0�`�T�'-Y ITEM CUSS DESCRIPTION { DETAIL LAMINATE DESCRIPTION • • • • • • ,, y7p f I 1/8'ANNEALED GLASS _-__ •• ••• •• • PRI�gUfli2El%I.SnCi o "w�0$•A '•�g x, 05 comMYMB Yvit6 Nis FtaridR N y �+;L L0 L•_�•'�' '' v 0090•PLASTIC INTERLAYER I 1 © I.. "FLEX PVB by OIRIde1�(,'OdE a `(7 Cd Q((� 3 1/0'ANNEALED GLASS -L. Eust.nn:ne�cn'.cc. ACCCP4100@%Al , •:z' �6 L.e 4 1/4"INSULATED AIR SPACC I L2' IT' � 1 � < •V 'IX @•#N 5 1/B'ANNEALED MASS I I t 7.o-J • ••• • ••• ��er•�;U {^^" • • • • Gy• • • ••• • N7_ I TI IT w GLAZING DETAILS AND OPTIONS ••• • • • ••• • ffi -�_'` w 3 y. F fffj/-FRY-'EB[;r'•"b° I • • • • • • • • IF • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # +/•Pressures(psf) # +/-Pressures,(Pst1 y WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type o Q WIDTH HEIGHT Anchors 4 5 6 ���\ .�� WIDTH HEIGHT Anchors 2 3 4 5 6 7 p 7 19.125 50.625 60.0 B0.0 60.0 19.125 26 80.0 _ 80.0 60.0 80.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 26.5 26 _ 80.0 80.0 60.0 80.0 80.0 80.0 n y 37 50.625 6 60.0 80.0 80.0 37 26 80.0 80.0 60.0 60.0 80.0 80.0 ',a m E- 42 fn 42 50.625 60.0 80.0 80.0 42 26 a 80.0 80.0 60.0 80.0 80.0 80.0 0�.. O 0.. p o 48 50.625 60.0 80.0 80.0 _ w \�\\ 48 26 Bo.o 80.0 60.0 80.0 80.0 80.0 53 125 50.625 60.0 80.0 80.0 \\ 19.125 59 60.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 3 4" y W y 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 80.0 60.0 80.0_ 80.0 80.0 Z W o c C o 37 59 6 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 _ E- x 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 48 59 60.0 80.0 80.0 i 42 38.375 80.0 80.0 6D.0 80.0 80.0 80.0 j V 2 53.125 59 60.0 80.0 80.0 /. 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 2 Z z o 19.125 63 60.0 60.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 63 6 60.0 80.0 80.0 - 26.5 50.625 B0.0 80.0 60.0 80.0 80.0 80.0 U � U F 42 63 60.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 B0.0 80.0 Z a 48 63 50.0 B0.0 80.0 //�% 42 50.625 6 80.0 60.0 60.0 80.0 80.0 80.0 Z e yr 53.125 63 60.0 80.0 80.0 �/ 48 50.625 80.0 80.0 60.0 _80.0 _ 80.0 80.0 a 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 N o 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 ai 37 74.25 60.0 80.0 80.0 11(1) w 42 1 74.25 60.0 80.0 80.0 L .5 59 80.0 80.0 60.0 80.0 80.0 80.0 7 59 80.0 80.0 -60.0 80.0 80.0 80.0j19.125 78 60.0 80.0 80.0 8�j�� 2 59 80.0 80.0 60.0 80.0 80.0 B0.0 H26.5 79 60.0 80.0 80.0 , `a �' 8 59 80.0 80.0 60.03760.0 80.0 900 - - -42 78 59.079.0 79.0 125 59 B0.0 80.0 - - - 80.0DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS .125 63 ao.o 80.o so.o 90.o aD.o 90.o Wl 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 wl # +/-Pressures(p5� j-�?/ 37 63 6 80.0 90.0 60.0 80.0 80.0 90.0 WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.0 60.0 80.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 90.0 80.0 - 80.0 - m 19.125 59 60.0 80.0 80.0 53.125 63 80.0 x0.0 80.0 26.5 59 60.0 80.0 80.0 19125 7a.zs e00 80.0 60.0 80.0 9D.o 80.0 .. 37 59 60.0 80.0 80.0 4 26.5 7a.25 eo.o eo.o 60.o s0o 80.0 Boo � � � s 6 /. 37 74.25 80.0 80.0 - 80.0 - 42 59 60.0 80.0 80.0 42 74 25 8 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 80.0 E E 8 N N 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 80.0 3 19.125 63 60.0 80.0 80.0 , 19.125 78 90.0 80.0 60.0 ao.o 90.0 80.0 e w 26.5 63 60.0 80.0 80.0 zs.5 79 80.o ao.o so.o 80.0 80.0 80.0 - �� 37 63 60.0 80.0 80.0 37 7s a so.o ao.o 80.0 o g s 6 42 78 79.0 7x.0 79.0 u 42 63 60.0 80.0 80.0 qg 78 71.0 71.0 - _ _ 71.0 48 63 60.0 80.0 80.0 APPROVED •w ••• • • • • • •• p ^s.rtx 53.125 63 60.0 80.0 80.0 CONFIGURATIONS • • • • • • a • • ;El`S:, -t elt, 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE - • • • a • • `i? .-,,..,' =? f 26.5 74.25 60.0 80.0 80.0 •. • • • • ••} ti . �� t�c�RevtslD ;�i% •r •• •• \• Z.cU,,,i1 r 'i' 37 74.25 8 60.0 80.0 80.0 0 Y'M w Lh the Florzda o :a 42 74.25 60.0 80.0 80.0 A-«fl'Aprems"N`.Jr, 53.125 74.25 60.0 80.0 80.0r: n„DaM 2i � � 19.125 78 60.0 80.0 80.0 // i / , j • \ \•• • , o s 26.5 78 60.0 80.0 80.0 i/lY/ ` ••\ \� �i�, >inc 37 78 8 60.0 80.0 80.0 • • • • •• a 4r��rs� ,r;` 42 78 1 59.0 79.0 79.0 ••• • ts�'" F APPROVED CONFIGURATIONS - F�UAL LITE a 0 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • FRAME HEAD FIXED MEETING RAIL L-7701 L-7704 BILL OF MATERIALS -- - -- O136, ITEM d PART 4 RE ON DESCRIPTION REMARKS r,) p u1 O I FRAME TOP CORNER I L-7801 t FIN FRAME HEAD 6,363-T6 ALUMINUM 9 �e O � F t 062 I 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 1O C r .500 C62 3 I.-7803 2 FIN FRAME JAMB 6063-TG A-L'MINUM x+,o H zzNS 4 L-7104 1 FRAME FIXED MEETING RAi 6063-76 ALUMINUM p d 0>a w .Blas 5 L-7705 1 VENT MEETING (70P) RAIL 6063-76 ALUMINUM rn o� � � � ! i I.I A i 6 L-7706 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3 1i Q «� 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM w o i �" La I Z Z 2.651 - FRAME HEA 8 L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM N = O p (8063-TS ALUxiNUx) 8083-T6 AL' NUN) 00 R Z y U 9 FS 006 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS FRAME. SILL FRAME JAMB 10 FS-040 AS REDD. INSTALLATION SCREWS 414 X 1 1/4' F.H./PHIL. C�.7 L-7702 _ L-7703(barn-n ALUYLVUN) 11 L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB 43033 ` d a O2 (rt063-TS ALUNIN UY) I 1.250 —3 IRAME.AM e 12 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .18/'x.230' 13 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.350' e Z 14 IPWS-009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-I 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM Q, € 26A3 17 L-4204 AS REO'D. GLAZING BEAD - RADIUS 6063-T5 ALLMINUM o Z a 560 IB L-7723 I SASH BALANCE CAM/GUIDE 12 X VENT) W .062 SOOT 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) (� afi2 O 20 L-7727 2 BLOCK B TACKLE BALANCE BSI Balance Systems V I. E 21. L-7539 2 VENT LIFT LATCH6063-75 ALUMINUM N j o 27!3. - 22 L-75P3 IX LATCH VENT LATCH SPRINGH+ ST4CNLESS STCEL 23 N AS REQD. GLAZING SILICONE SEE GLAZING 2 SH7. 3CC m VENT IERLOCK RAIL VENT' BOTTOM RAIL 1-4. LT e ` L-7705 L-7706 VENT JAMB RAIL FRAME SILL O 24 Y 2 L avin ated Glass SEE GLAZING DETAILSU) 3 (6UY3-15 ALUMINUM) 1.-77D7 25 HC-057-1 2 VENT LIFT LATCH MDL DED NYLON O O (6083-TB AU MINUM) O (6063-Tb ALUYMUY) FRAME BOT IOM CORNER - m 26 HC-058-11 2 VENT SWEEP LATCH MOLDED NYLON 27 . 2 FRAME SILL FOAM CASKET _SELF ADHESIVE S & 1 375--I F 28 HC-026-1 I SCREEN FRAME 6 MESH 8� 9 € O 29 L-7730 1 PRODUCT LABEL ; N 44 .062 zo00 VENT TOP CORNER 30 . Y x o E 2062 .062 1.165 g1 m -- —062 31 SM-5504 AS REO'D JOINT SEALANT RM_ - 4 E E ' S 500 8 N a 32 + AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL G :235 VENT JAMB RAIL VENT TOP RAIL a n C to VENT SPRING LATCH GLAZING BEAD GLAZING BEAD .5 L}q L-7.538 L-7708 L-7711 GLAZING BEAD a d e L-4204 O062 O]-TS N.UNINVY I O (IB 63-T6 ALUMINUM � •• •• ••• • i ••• • � �\9*H1� 1606]-Fi ALUMINUM) 05 ` • • • • • • • C,r,!7�.2Ev ���Crj ' N••`i. ' I •• ••• •• • • +) sell oz_ LrZ �-�ith ttw Flaridxz CoTlO��(C303r,T rola II351 I IIIUIII d isR � tea.1 VENTBOTTOM RAIL 1 ,ZLuVENT 30TTOM CORNE�� • •••j • F O '6 i (8083-TS ALUNINCN) FRAME & SASH CORNER DETAILS • •• • •• • • • a �f; `. n ••• • • • W O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •