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WS-15-2708OCT 222015 .S F wvjwc c,- �Are- C-�Usc, & JA sr 60-4 laetj 3`f 5� 00 Al, ............ 7)6;0 ori I% .est B/at- J ST Floo V't- J 1 Mi ► ores Village APPROVED BY DATE ZONING DEPT 1 SLDG DEPT i1 f er' 'l Ul CT TO COMPLIANCE WITH ALL FEDERAL „ Ml r:TY RUP FS AND RFOULATIONS W S (s - 2-q 09 0000•• • • • 0000•• •• • ••0• • • • 0 •000•• 0006 000000 • ----L .000 • • • 0 . • . • . 000• .• . • • • 0 . 0000 . 0• •000• • . 0000•. .• - 00 • . 0 . .. .. • •0 0000. 0000.. • .. 0, 6606 0000.. 0� • 0 . •0000. ,kA D K t7 y off) a 1017.1 CATEGORY Engineering Services, Inc. Property: Abess 548 Grand Concourse Miami Shores, FL 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel • (954) 781-5708 Fax • amanda@c5escom • CA #25854 FBC, 5th Ed. (2014) / ASCE 7-10 WIND PRESSURES FOR COMPONENTS AND CLADDING Contractor Seaview Windows Prepared By AS Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dimensions Width Height Required Pressure (per ASCE 7-10) Product Design Pressure (per NO�j WINDOWS/DOORS 21 Width of Edge Strip pig 6 (in) (in) Positive Negative (Ps!) P'cWv'e (Ai Ne#*i#r(psl ) I FL 15497.1 Double Hung 4 9 25 x 57 1/2 43.0 -46.6 ' ' • • #70.0 •09.Q 2 FL 15551.1 Double Casement Window (Panel Size) 4 9 25 x 49 43.0 -46.6 00 /6.6' -76.0 3 FL 15497.1 Double Hung 5 1 9 1 26 1/2 x 51 1/2 1 43.0 -57.6 • 70.0• • '90.04 Ultimate Wind Speed (V,") (mph) 175 Exposure Category C Internal Pressure Coeffient (Gcpi) 0.18 Directionality Factor (Kd) 0.85 Mean Roof Heightyii) 21 Width of Edge Strip pig 6 These wind pressures have been prepared in accordance with the Florida Building Code, 5th Ed. (2014). The allowable pressures provided here (W,yd) are given as 0.6'W„i„ where W, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (V,,,) and the parameters given herein. W.Bd as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowal' stress shall be taken (other than load duration per Chapter 23 FBC). 0000•. • DK•••00• �Y10.0• 0000• • •' • Ama T. $el%WP P.E. e e e e e e 00•••0 Fl. PW 50049 00 QigAally igiiea; s • • 0000• .. b•Y' , P.E. FL 50049 Date: 2015.09.24 11:31:03 -04'00' Florida Building Code Online Page 1 of 2 Comments Archived ❑ Product Manufacturer Andersen Corporation Address/Phone/Email ourt Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Alan Barstad ,. �MOM %icki Dee MwV BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links Search '.. Busmes Bayport, MN 55003 PI QIessi l ■i Product Approval � ,USER: Public User Regulation abarstad@andersencorp.com IRft!I!l:IR"/1!� Product Approval Menu > Product or Application Search > Application List > Application Detail Subcategory C:2L2 FL # FL15497 R2 Compliance Method Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Andersen Corporation Address/Phone/Email ourt Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Alan Barstad Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Category Subcategory C:2L2 Compliance Method Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence FL15497 R2 COI Andersen COI SS 2015-02-23.1)df •••• Referenced Standard and Year (of Stagda•rd) • • • • • • •• • • • • Year • • • AAM0,/"N'�fDl4AVCiSA!O1/I.S.2/A440 2005 •• ••. •.4M1A0Dl1A/Y.SAla1/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1886 2002 *00 •:• 0 VTAl vEO 996 0 • 0 • : • 2002 • • •• • • 4AS 291 • • • • • • • • • 1994 • •• • TASVOLb • • •• 1994 • ••• • • • • • •• •• ••• • TAS 203 • • • ••• • • • • • • • • • • • • •• •• • • ••• • • 1994 http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgtep%2bDhV RQ ... 9/24/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary rf Products Method 1 Option D 04/24/2015 04/25/2015 04/28/2015 06/23/2015 Page 2 of 2 Model, Number or Name Description A Series Double Hung Window e Installation Instructions o use in HVHZ: Yes UnPre FL15497 R2 II AWD042 SS 2015-04-20.Ddf fo use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 , si nt: Yes Created by Independent Third Party: Yes sure: +70/-70 Evaluation Reports se refer to installation instructions, AWD042, for FL15497 R2 AE PER3525 SS 2015-04-21.0df further limitations of use. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, 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 with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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 click here . Product Approval Accepts: secure meTmcs* •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • ••• • • • • • • • 00 • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr� app dtl.aspx?param=wGE V XQwtDgtep%2bDhV RQ... 9/24/2015 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF it/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (1. E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. (4ZSHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING, �1 SHIM(S).- MAXIMUM ALLOWABLE SHIMSTACKTO BE 3/8 INCH. SHIM WHERE SPACE OF_1/161NCH OR GREATER OCCURS. SHIMS) SHALL}BHBE CONSTR_UC_TEDj OF-H`I .H DENSITY PLASTIC CIR BETTS ER.R:, i - - S. INSTALLATION CLIP: FOR INSTALLATION INTO WOOD FRAMING USE TWO (2) N30 WOOD SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. INSTALLATION CLIP: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE TWO (2) #10-16 GR. 5SELF-TAPPING SCREW PER LOCATION OF SUFFICIENT LENGTH E ACHIEVE A MINIMUM OF 3 TH ifENELRATION BEYOND METAL TWAME UJiST • �•7. TION QIP. FOR INSTALLATION 9WROLJ%I.1X BUCK TO (UR ETE/MASONRY, OR DIRECTLY INTSCORCRETL�MASONRY, USE TWO 2 3/16 CH DIAMF 21TV ACONS OR 04 (1) 1/4' TAPCON PER • • •10`AjION OF SUFFCIENT LEPjGTH TO A4 EVE 1 1/04NCH MINIMUM • EMBEDMENT. ANCHORS SHALL BE INSTA6LEDQHROIojGH CLIP SUCH THAT A •MINIMUM 13/4" O.C.BPACING IS MAINIAIMBD• • • • • M EMBE t.REAT AN&EDGE DISTAIR NISHES, • 0114L�ING C �O�A , JI CK VENEER, AND SIDING. • j *%Sj4LATION ANCjjWS ANDASSOCIATEVJPI )UARE MUST BE MADE OF CORROSION RESIbTANT 44ATARIAL OR H/,V E A CORRASION RESISTANT • COAT043. • • • 0000 •••••• 010. FOR HOLLOW BLOCK AND GROUT FILLEDBWOK*OD•!OT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINS. EDGE DISTANCE IS MEASURED • • •AMFREE EDGE C* 91-S& OR EDGE OPSV "FM(IINT INTO FACE SHELL OF •R•BLOCK. •••••• • ••LL•� 0Z.•Ijj5j%LATION ANCHORS SH L BE INST IfIN AC(,yRDANCE WITH ANCHOR MANUFACTURERk 91, ON INSTRU IONS, AP7DANCHORS SHALL NOT BE USED IN SUBSTRATFO WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B'CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 35.9 MIL (0.0359" or 20 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 0.078". MIN. 1/2" EDGE DISTANCE. ANDERSEN CORPORATION A -SERIES DOUBLE HUNG WINDOW (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 5TH EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 ASTM E1886-02/05 ASTM E1996-02 TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. /S. i1X-AND 2X BUCKS (WHEN USED) SHALTBE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THEA STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE tRESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR Iff PROJECT OF INSTALLATION. A_- 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DO UMENT IN NON-HVHZ AREAS. S. VED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MAT 7. CLADDING MATERIAL: FIBREX • AND FIBERGLASS 8. IN ACCORDANCE WITH THE FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-D4 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. OVERALL SIZE DESIGN PRESSURE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 A ELEVATION 6 ANCHOR LAYOUTS 3 A VERTICAL SECTIONS 4 A HORIZONTAL SECTIONS & GLAZING OPTIONS 5 A BILL OF MATERIALS 4 COMPONENTS 6 A COMPONENTS OVERALL SIZE DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 47 1/4" 95 1/4" -70/- 70 PSF LARGE A SMALL MISSILE IMPACT Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.21 06:17:21 -04'00' wL•oows�oaolrs 100 FOVRTH AVE. NORTH BAYPORT, AW 55003-1096 PH: (651) 2645150 FX: (651) 264-5985 m z m Y w Z� No$ XX 0000 oZ,Z C) LL H3F°; ol�u m Zu T z m e m N F m Z H m pZOf H &m Z F' a co x LU m a OL a � N � Z O O2 V) O = 5! p w H ~ O NJLU �+ u LU 0 7 H9 LU LU LL N on ica w m n m Z I eo ZV) Y" <H o� 3� __ kiZ t p '0 V DWG #: AWD042 1 of MAX. FRAME WIDTH 47.25" FD.L.O. MAX. WIDTH 40.60" 3 3 a MAX. SASH HEIGHT 46.02" MAX. FRAME HEIGHT 95.25" „X.. a MAX.SA5HX HEIGHT 46.02"111 IF (U W) > 39.00", USE CLIP AT MIDSPAN OF HEAD 8.00" FROM CORNER AND SILL. HEAD/SILL, TYP. • • • I SASH D.L.O. MAX • • i • • • • • MAX.46ASF1 • "X" HEIGHT 42.80" • • • • e H» HEIGH1J7416" USE CLIP AT LEFT AND DIM. (TOC) p � w z h RIGHT JAMBS 2 c Fy � Q e 1" FROM j 15" TYP. ix a (TOL) • 1 1" FROM I 15" TYP. UNIT ••••• B. • • • •• • • •••••• 3 3 • • (UH) MAX. SASH ••••• •• • •••s a • • • • WIDTH 43.81 USE CLIP AT LEFT AND :••••o TYPICAL ELEVATION L ••• • EQUAL LITE ,SASH ••••i• • •••• • • •i•••• WIDTH 43.810" • •••• • •• Y •••t •• • i • • MAX. SH INSTALLATION CLIPS WIDTH 43.81 MAX.SA5HX HEIGHT 46.02"111 IF (U W) > 39.00", USE CLIP AT MIDSPAN OF HEAD 8.00" FROM CORNER AND SILL. HEAD/SILL, TYP. 0 III' " or 111 TYPICAL ELEVATION UNEQUAL LITE I 7 MAX. SASH HEIGHT 47.416" NOTE: COTTAGE AND REVERSE COTTAGE CONFIGURATIONS ARE QUALIFIED SUCH THAT MAXIMUM SASH DIMENSIONS DO NOT EXCEED THOSE SHOWN. (wINDOW 5 -be ORS' 100 FOURTH AVE. NORTH BAYPORT, MN 55003-1036 PH:(651)264-5150 FX:(651)264-5485 ID z a0 S F IF (TOC)> 34.439", Y $ TOP OF CHECKRAIL H» USE CLIP AT LEFT AND DIM. (TOC) p � w z h RIGHT JAMBS 2 c Fy � Q e 1" FROM j 15" TYP. ix a (TOL) 1 1" FROM I 15" TYP. UNIT HEIGHT (TOC) t (UH) IF (UH) - (TOC) > 36.811", USE CLIP AT LEFT AND RIGHT JAMBS L 8.00" FROM CORNER, TYP. UNIT WIDTH ANCHOR LAYOUT MAX. SH INSTALLATION CLIPS WIDTH 43.81 ANCHOR LEGEND INSTALLATION CLIP LOCATION. 0 III' " or 111 TYPICAL ELEVATION UNEQUAL LITE I 7 MAX. SASH HEIGHT 47.416" NOTE: COTTAGE AND REVERSE COTTAGE CONFIGURATIONS ARE QUALIFIED SUCH THAT MAXIMUM SASH DIMENSIONS DO NOT EXCEED THOSE SHOWN. (wINDOW 5 -be ORS' 100 FOURTH AVE. NORTH BAYPORT, MN 55003-1036 PH:(651)264-5150 FX:(651)264-5485 ID z a0 S F M Ztty Y $ M zo H» LL V) > W Ujj 2 p � w z h t9 m c Lb Z N 0 2 c Fy � Q e j d m Yl OLu ix a _ Q N _ W F = .��� �y • *), PROF``` N ' lZill Z Z N Y Q F (Oj1Z 0 DWG #: AWD042 SHEET: 2 OF 6 09-15-'15 18:22 FROM - r:-c2Of �'� s a i w ; BUILDING SOLUTIONS 2 2 2015 JFrN' 33+01 NW 22nd Yen ace Suits 30 F Pompano Beaoh, FL 33069 TES.; 954»3248200 - FAX: 964-$74-W7 T-090 P000110003 F-234 { QUOTE # 000185312.033 Sales Rep: Adam Lanson Bill: Cust # 2878: ASHLEY MELISSE Ship: ASHLEY MELISSE ABESS ABESS a48 GRAND CONCOURSE 648 GRANU. CONCOURSE MIAMI SHORES, FL 33138 MIAMI SHQR P , FL 33138 PO #: Ship Via: Company Truck Order Type: Q Sill Uaie: 07!13115 Payrnent: On Account- Terms: Net On Receipt Special Nous; ANDERSEN WINDOWS -A SERIES WHITE WITH WHITE PRIME INSULATED GLASS WITH LOW E IMPACT RATED HV14Z INTERIOR Item Number Description Quantity U/Mj unit 'Dotal Price Prkej IJA.NDE:RSEN A SER ADH 2'2 'U2 X 4'3 1121' DBL HUNG, SPEC ON ITEM 0002 ON ANDERSEN QUOTE1.0 � _ Oa EA 1,138.410 1,138.41 NDEF�SEN A SER ACW 213 5/8" ?G 4BL '1" DCASEMENT ABOVE SINK LINE ITEM 0004 ON ANDERSEN G2Ut?iE 1,00p� EA 2,709.210 2,709.21( ANDERSEN A SER DH 2'1" X 4' 9 1/2" DRL HUNG ON LINE (TEM 0006 ANDERSEN QUOTE EAR OUT INSTALL NEW ANDERSEN WINDOM 1 WINMOORILABOR EXCLUDES ANY STUCCO NEEDED, DRYWALL E '1.000 EA 1,187.900 1,'187.90,1 WORK 1F NEEDED ALAN© WITH NQ INTER10R OR 1.000 EA 11,600.000 1,500.00 EXTERIOR TRIM. 1 I WINIJMOORJLABURPERMIT PACK BY CAT 5 ENGINEER EXCLUDES PERMIT FEE, 1.400 EA 250-000F WiAIQlDOt1RlL.ABQR PERIIAIT RUNNER WILL PAY FOR PERMIT FEE WILL LL NEED TO BE BY CLIENT f 1.U00�� 175.000r175.W' � I_ I i©"btal 060,02' 1 I rices,' uLyoctWcltrlttwutnoGc�. ThaQrtiarTcfalDpL81a0TR4C1U08ANYSEOPV#GCtiApLG�SoitAPPUGAk�,liiji7(H&. rnQm,�oear�xea(cc Has sale .. ... . . . .. .. 9na1C1aferTatalViBidohidota�eosxpdsidppMg,ondyaumaY�viewLhasoon-IOW' i�rryoaMo�rllaA�hf�d. Please sign anti data ... 00: • • • 0:* • Slna#ure: `' :. :: :. Date:A ; s 1rt�Jfisdmkewb�l�t+�soluUo+�soam:808Q10gi-6irVnatfinh.bat7S>'96(Oi�,�fc#�i1W0�W:p�A(�4tlV4�UMtk1Ap81!?A2Ju1VI.�,C�RQER_jJQx090'185�"i!.d3... 1/'t� Property Search Application - Miami -Dade County OFFICE OF THFPROPFRTY Summary Report Property Information Folio: 11-3206-017-1410 Property Address: 548 GRAND CONC Owner Mailing Address ASHLEY M ABESS TRS ASHLEY M ABESS REVOCABLE TRUST 548 GRAND CONCOURSE MIAMI SHORES, FL 33138 1300 SGL FAMILY - 2801-3000 SQ 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Primary Zone Primary Land Use Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area 5/4/0 2 1 5,174 Sq. Ft 4,733 Sq.Ft 4,449 Sq. Ft 24,056.5 Sq. Ft Lot Size Year Built 1928 Assessment Information Year 2015 2014 2013 Land Value Building Value $529,976 $481,285 $445,704 $532,545 $525,471 $529,609 $2,651 XF Value $2,599 $2,625 $1,009,381 Market Value $1,065,120 $977,964 F $977,964 Assessed Value 1 $1,065,120 $1,009,381 Benefits Information Benefit Type 2015 20141 2013 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 1-2 & 3 LESS BEG AT WLY COR LOT 3 NELY ALG NWLY BDRY 6.22FT SELY130.07FT TO PT ON SELY BDRY X z t Page 1 of 1 Generated On : 9/16/2015 Taxable Value Information Previous 2015 2014 2013 County Exemption Value $50,000 $0 $0 Taxable Value 1 $1,015,1201 $1,009,381 $977,964 School Board Exemption Value $25,000 $0 $0 Taxable Value $1,040,120 $1,009,381 $977,964 City Exemption Value $50,000 $0 $0 Taxable Value $1,015,120 $1,009,381 $977,964 Regional Exemption Value $50,000 $0 $0 Taxable Value $1,015,120 $1,009,3811 $977,964 Sales Information Previous OR Book - Sale Price PageQualification 29258-3628 Description Qual by exam of deed 07/29/2014 $1,400,000 02/0*/201 : 1,180,000 27582-0964 Qual by exam of deed 2008 and prior year sales; Qual by 0919:/2402: •.$x/80,000 20437-3437 exam of deed 04/91/2001. $745,900 19756-2505 2008 and prior year sales; Qual by • . • exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and UsowA.greement•at bttp•lvmv#wnismidace.gov/info/disclaimer.asp Version: • • • • • • • • • • • • • • • • • • • http://www.miamidade.gov/propertysearch/ 9/16/2015 TWO (2) #10 WOOD SCREW CONCRETE/ MASONRY INSTALLATION ANCHORS BY OTHERS PER CLIP CAULK BETWEEN 3/4" MIN. . :RETE/ MASONRY G 2X ♦d , ' • . EDGE DISTANCE 'OOD BUCK-BY"OTHERS . 4 � '2X-WOOD•8UCK ni aRY.OTHERS EXTERIOR FINISH BY OTHERS BACKER ROD d SEALANT BY OTHERS 14 O.A. 12 UNIT 19 HEIGHT 1 11/2" MIN. lJ SEE GLAZIN( OPTIONS, SHEET, TWO (2) #10-16 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHORS PER CLIP METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 15 EXTERIOR FINISH .. 3/8" MAX. BY OTHERS SHIM SPACE BACKER ROD 6 SEALANT BY OTHERS 14 12 O.A. UNIT 19 HEIGHT 1 / 11 SEE GLAZING OPTIONS, SHEET 4 EXTERIOR to I tKIVK 114 1 CKLVK E VERTICAL SECTION "3 MEETING RAIL .. Andersen Z:mv STAGGERED PER CLIP EDGE DISTANCE q VERTICAL SECTION • • IS • ISEE•GLAZING • 0 • • • • OPTIONS, JHEET 4 • 0 • : MUM IS 0 • • oWTERIOR INTERIOR 0000•• • -.� • 0• • • .` g `VERTICAL SECTION AD - 2X WOOD BUCK • • • • • • • •3 • 0 • • 0 • • • . • • INSTALLATION CLIP • • 0000•• •..•• •• • 0000 SHIM SPACE • / IN •0090• d m J Ou ` LL 6 000 oc<2 • TWO (2) #10-16 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHORS PER CLIP METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 15 EXTERIOR FINISH .. 3/8" MAX. BY OTHERS SHIM SPACE BACKER ROD 6 SEALANT BY OTHERS 14 12 O.A. UNIT 19 HEIGHT 1 / 11 SEE GLAZING OPTIONS, SHEET 4 EXTERIOR to I tKIVK 114 1 CKLVK E VERTICAL SECTION "3 MEETING RAIL VERTICAL SECTION 3 HEAD-METALSTUD INSTALLATION CLIP EXTERIOR 0 • 0 0 0 • sees EXTelaOkk • • Andersen MIN. 3 THREADS STAGGERED PER CLIP EDGE DISTANCE q VERTICAL SECTION ` 1 ` 0 r ` • • • • • • • PENETRATION '3 SILL-CONCRETE/MASONRY MUM 3 BEYOND METAL • • • 1 14 STRUCTURE I WINDOWS•DooRS 100 FOURTH AVE. NORTH BAYPORT, MN 55003-1096 PH:(651)264-5150 FX: (651) 264-5485 0000•• 3/8" MAX. SHIM SPACE / • •/ O.A. 0,0 .0Z d m J Ou ` LL 6 In t+ww > oc<2 UNIT u m < BY OTHERS 15 OPTIONAL HEIGHT m ZHm HEIGHT 13 p Z H R Lu J < Z FOR MASONRY APPLICATIONS Lu oc wLu Lu a m a x € I 3/B" MAX. INTERIORI 26 .N: N VERTICAL SECTION 3 HEAD-METALSTUD INSTALLATION CLIP EXTERIOR 0 • 0 0 0 • sees EXTelaOkk • • INTERIOR 3/4" MIN. EDGE DISTANCE STAGGERED PER CLIP EDGE DISTANCE q VERTICAL SECTION ` 1 ` 0 r ` • • • • • • • SEE GLAZING '3 SILL-CONCRETE/MASONRY 3 • • • • f OPTIONS, SHEET 4 INSTALLATION CLIP I 0000•• \ / • •/ O.A. 20 I 10 / NOTE: 1X WOOD BUCK O.A. UNIT 20 I / UNIT \ 2 BY OTHERS 15 OPTIONAL HEIGHT \ HEIGHT 13 FOR MASONRY APPLICATIONS 13 1 14 3/B" MAX. 26 SHIM SPACE 1 BACKER ROD d SEALANT BACKER ROD 6 SEALANT BY OTHERS ' ' ' ' BY OTHERS 4 . EXTERIOR FINISH EXTERIOR FINISH !' ' 9 , « a 11/4" MIN. BY OTHERS BY OTHERS • b ': c EMBEDMENT 2X WOOD BUCK PRECAST SILL ' . BY OTHERS ........ B OTHERS SHEATHING " "' INTERIOR SEE GLAZING OPTIONS, SHEET 4 3/8" MAX. SHIM SPACE 1112" MIN. EMBEDMENT Y TWO (2) 3/16" ITW TAPCON 13/4" MIN. INSTALLATION ANCHORS O.C. 2 1/2" MIN. BY OTHERS TWO (2) #10 WOOD SCREW 3/4" MIN. EDGE DISTANCE STAGGERED PER CLIP EDGE DISTANCE q VERTICAL SECTION INSTALLATION ANCHORS PER CLIP p VERTICAL SECTION '3 SILL-CONCRETE/MASONRY 3 SILL -2X WOOD FRAME INSTALLATION CLIP INSTALLATION CLIP 1 311z ILL)1 O Z u) 5L� <z NZ DWG #: u AWD042 SHEET: 3 OF 6 1 � 3/4" MIN. / EDGE DISTANCE TWO (2) #10 WOOD SCREW J v ' INSTALLATION ANCHORS ,• PER CLIP CONCRETE/ MASONRY BY OTHERS , CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOp SU v BY OTHERS • • • • GxiTERIOR FINISH • • • • • • • BY OTHERS • • 11/2" MIN. EMBEDMENT 3/8" MAX. SHIM SPACE v INTERIOR /"—SEE GLAZING 19 OPTIONS • • • • • EXTERIOR •Bv AESQODASEAWN • ••. .v . • • BY OTHERS • • • 14 12 O.A. UNIT 00• WIDTH 00•• •• • •• •• • HORIZONTAL SECTION • 0 • AIiTt 3 THREA S • 0 • JAMBINSTALLATION WOOD CLOP K • PEN`TRATI0 BEY841 • • • IRL•ii1L STRUCTURE 3/8" MAX. • • • • • SHIM SPACE 0.000• 0000 INN •••• • 0000 00 26 • 000000 0 1 25 3 8 ••0000 TWO (2) #10-% GR. 5• INTERIOR SELF -TAPPING SCREW INSTALLATION ANCHORS PER CLIP METAL STUD BY OTHERS, SEE SHEET IINSTALLATION � NOTE 15 ,• — EXTERIOR FINISH.. ' • • BY OTHERS / SEE GLAZING OPTIONS BACKER ROD A SEALANT 14 12 19 EXTERIOR BY OTHERS HORIZONTAL SECTION A� JAMB-METALSTUD INSTALLATION CLIP INTERIOR 11/4" MIN. _ EMBEDMENT 3/8" MAX. SHIM SPACE • P • EXTERIOR FINISH BY OTHERS SEE GLAZING OPTIONS I EXTERIOR 19 2 1/2" MIN. •' ' EDGE DISTANCE v • ' . ONE (1)1/4" ITW TAPCON • INSTALLATION ANCHOR • PER CLIP CONCRETE/ MASONRY BY OTHERS • CAULK BETWEEN CONCRETE/ MASONRY 4 1X • WOOD BUCK BY OTHERS • IX WOOD BUCK BY OTHERS (OPTIONAL) Andersen 4 WINDOWS -DOOR& BAYPORT. MN 55003-1096 UNIT �{ BACKER ROD d SEALANT M A ki Zo WIDTH m BY OTHERS G HORIZONTAL SECTION 03: LL 4 JAMB - CONCRETE/MASONRY a� ami m z<m qO < S INSTALLATION CUP F 3/4" O.A. I.G. LAMINATED GLASS 3/4" O.A. I.G. LAMINATED GLASS CONSISTING OF: CONSISTING OF: 5/32" TEMPERED GLASS, 5/32" ANNEALED GLASS, STAINLESS STEEL SPACER, .�1I STAINLESS STEEL SPACER, 3/32" ANNEALED GLASS 3/32" ANNEALED GLASS 0.090" PVB INTERLAYER BY DUPONT, I 0.090" PVB INTERLAYER BY DUPOI 3/32" ANNEALED GLASS 3/32" ANNEALED GLASS 8 9 10 8 9 10 Andersen 4 WINDOWS -DOOR& BAYPORT. MN 55003-1096 PM: (651) 264-5150 FX (651) 264-0485 Z tl 21 = O z w M A ki Zo �o m Sri m OOv1$ Gzt2 03: LL 0 a� ami m z<m qO < S H W ` H 13 2 F Lu i j ADHERED TO EXT. SASH ADHERED TO EXT. SASH e0 \ / CLADDING WITH HOT P;4( CLADDING WITH HOT MELT ADHESIVE FULL MELT ADHESIVE FULL O , MIN.GLA55 PERIMETER MIN. GLASS PERIMETER BITE 7/16"-00W'891 BITE 7/16" DOW 891 LL GE RGS 77 LICONE GE RGS 7700 SILICONE BACK ; SIL E AC G SILICONE GLAZING BED G AZING GLAZING OPTION I BED GLAZING GLAZING OPTION 2 "1". ly i N m'NI mll' NOTE: 1) FIXED GLASS LITES GREATER THAN 36" IN WIDTH SHALL HAVE TWO Q o Z Y � Q Fz- a$ o� a: 2: �Z APPROVED SETTING BLOCKS AS SPECIFIED IN THE FRC. � 2) FOR INSTALLATION ABOVE 30 FT. ABOVE GRADE IN AREAS DWG #: REQUIRING IMPACT RESISTANCE, ALL UNITS MUST BE SAFETY /� \ /(/DOT GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM PER THE A �/ FBC. SHEET: 4 OF L NOTE: ALL WOOD COMPONENTS ARE PINE OPARTING STOP, HEAD WOOD 0.680" I 1.219" f OSASH RAIL/STILE, INT WOOD 0.608" 1.6105' f O FRAME WOOD 3.175' � 0.655' 0.585' J —T OINTERIOR TRIM STOP, SILL WOOD 0.800" �7 1.432' f OINTERIOR TRIM STOP, JAMB O INTERIOR TRIM STOP, HEAD WOOD WOOD j I I 1) 1.432" 0.847" � 1.212' 0.974" -� i:Z::7 OINTERIOR CENTER JAMB TRIMFILLER BLOCK, HEAD WOOD 6 WOOD I r 0.640" 1.414" + T�— 0.268" 1.363" OUPPER SASH CHECKRAIL, INT. WOOD 1.512" 0.608" 10 LOWER SASH BOTTOM RAIL, INT WOOD 2 15a' 0.608" M Mme— wl000wa•ooao• 100 FOURTH AVE. NORTH SAYPORT. MN 55003-1096 PH: (651)264-51% FX'.(651)264-5985 2 m A �T D jUJ ; it N mz <0 O� LL V)H �£ OC <2 H300 �m< I m z<m V) LLJ Z m e //=1��o x LU ix �7 M '11 N < N o 1,6 JK N ui ca m7� N m Z ' N g a J: 2:Z DWG #: v AWD042 SHEET: 5 OF 6 BILI. OF MATERIALS ITEM # DESCRIPTION MATERIAL MANUFACTURER', 1 FRAME WOOD ANDERSEN 2 INTERIOR TRIM STOP, SILL WOOD ANDERSEN 3 INTERIOR TRIM STOP, JAMB WOOD ANDERSEN 4 INTERIOR TRIM STOP, HEAD WOOD ANDERSEN 5 INTERIOR CENTER JAMB TRIM WOOD ANDERSEN 6 FILLER BLOCK, HEAD WOOD ANDERSEN 7 PARTING STOP, HEAD WOOD ANDERSEN 8 SASH RAIUSTILE, INTERIOR WOOD ANDERSEN 9 UPPER SASH CHECKRAIL, INTERIOR WOOD ANDERSEN 10 LOWER SASH BOTTOM RAIL, INTERIOR WOOD ANDERSEN 11 LOWER SASH CHECKRAIL CAP, INTERIOR WOOD ANDERSEN 12 FRAME CLADDING, EXTERIOR FIBREX® ANDERSEN 13 •S f AME CLADDING, EXTERIOR FIBREX0 ANDERSEN • • • • • • NAILI E RIGID PVC ANDERSEN • 15 • • SIDE DAUB LIMtlER RIGID PVC ANDERSEN • • *Glee • • BALAMVC CO R RIGID PVC ANDERSEN • 17 • HEAD 1RhR VINER RIGID PVC ANDERSEN 0004190 UPPER SASH CHECKRMOWEATHERSTRIP 606190 • SASH RAIL/SVXE€ mWTERIOR FIBERGLASS ANDERSEN • 0 me • • CHECKRAIL!®WER SASH FIBERGLASS ANDERSEN • 20 • LOWER SASH SOTI MA RAIL, EXTERIOR FIBERGLASS ANDERSEN • 21 • +MEAD/JAME�WiAV**RSTRIP - - • • • Qin • • 801TOM RATA.41N64TiiER5TRIP - *'23 . • *SWEEP LOCK-A►1C KEEPER - ***Q4 • INTERL Z:HEdKRAIL 30455 - 25 •LOAD BRACKET, CHECKRAIL GALV.STEEL 26 INSTALLATION CLIP 30455 NOTE: ALL WOOD COMPONENTS ARE PINE OPARTING STOP, HEAD WOOD 0.680" I 1.219" f OSASH RAIL/STILE, INT WOOD 0.608" 1.6105' f O FRAME WOOD 3.175' � 0.655' 0.585' J —T OINTERIOR TRIM STOP, SILL WOOD 0.800" �7 1.432' f OINTERIOR TRIM STOP, JAMB O INTERIOR TRIM STOP, HEAD WOOD WOOD j I I 1) 1.432" 0.847" � 1.212' 0.974" -� i:Z::7 OINTERIOR CENTER JAMB TRIMFILLER BLOCK, HEAD WOOD 6 WOOD I r 0.640" 1.414" + T�— 0.268" 1.363" OUPPER SASH CHECKRAIL, INT. WOOD 1.512" 0.608" 10 LOWER SASH BOTTOM RAIL, INT WOOD 2 15a' 0.608" M Mme— wl000wa•ooao• 100 FOURTH AVE. NORTH SAYPORT. MN 55003-1096 PH: (651)264-51% FX'.(651)264-5985 2 m A �T D jUJ ; it N mz <0 O� LL V)H �£ OC <2 H300 �m< I m z<m V) LLJ Z m e //=1��o x LU ix �7 M '11 N < N o 1,6 JK N ui ca m7� N m Z ' N g a J: 2:Z DWG #: v AWD042 SHEET: 5 OF 6 11 LOW SASH CHECKRAIL CAP, INT. 12 FRAME CLADDING, EXT. 13 SILL FRAME CLADDING, EXT. 14 NAILING FLANGE rquu WOOD FIBREX FIBREX RIGID PVC 1913" wl000w5•s9u Rf . 1.906" 2.887' -1 1.550° 100 FO T. M AVE. NORTH 0.100" IW OVR H 55003-1096 0.5001j �^ G� O PH: (651) 2645150 FX'. (651) 264-5485 11IIUI1�� 2.028" 1.969" Z m = m 5.225" v # p SY 0.090" m 3 F N> m Y DOZ Vjmm O SIDE JAMB LINERO BALANCE COVER O HEAD JAMB LINER 19 SASH RAIUSTILE, EXT. o z o o LL LL 15 RIGID PVC 16 RIGID PVC 17 RIGID PVC FIBERGLASS Ho a w m I►- 1.044" + 0.929" 1.453" I I N" m N H w m r-----�- 2.251" 1 Lu N c Z 0.070" 0.060" 0.075" 1.593" iu c > . c 2.706" ].926" 0.988" d m W I • • • 0.070" � ���lll � � � � 6 j • • 0000•• • • • F • • e N •: •O ° H BOTTOM BAIL, EXT. INTERLOCK, CHECKRAIL LOAD BRACKET CHECKRAILLOGL3A' 24 30455 GALV. STEEL (INTERLOCK) m • • 0000•• • • • • • • • ••• � +• {6 . 6 ---•6 •6 0•• • 0.020" + 0.064" • •0.0 • Z • •0.070• 0 •••• 0000 0.469" f.� Z2.718" •• 0.554" 0.764 • • •I 1.045" J Lf)•0060O =>=OF Lu 1.4x8('• • • • m 9. 090• •00•• •66.6• h • Q N • •LU 6•• • •• , tel• � 9: • 26 IN5TALLA.TION LCL PS 304;5°•: 6.375" Z 0.024" 1.500" • /g 00.186" ti (TYP.) U7 ~ NOTE: INSTALLATION CLIPS SHALL BE ATTACHED TO WINDOW FRAME WITH TWO (2) #8 X 5/8" SCREWS N 1 it w co V) mZ Z _ _ Z v DWG #: A W 0042 SHEET: L OF L Florida Building Code Online Page 1 of 2 I'1 Fbida eprVWof Basines Professi I SCIS Home Log In User Registration "aq Product Approval fl USER: Public User I Hot Topic Submit Surcharge Stats & Facts !, Publications FBC Stag BCIS Site Map Links Search Regulation Bayport, MN 55003 •• ••• Referenced Standard and Year (ofhStandarcf!• • Product Approval Menu > Product or Application Search > Application List > Application Detail abarstad@andersencorp.com FL # FL15551-R1 :::�' (::Re Category Application Type ' t Code Version 2014 • • Application Status Approved Comments Archived ❑ Product Manufacturer Andersen Corpora Address/Phone/Email venue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Alan Barstad Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 •• ••• Referenced Standard and Year (ofhStandarcf!• • (651) 264-5308 • • • abarstad@andersencorp.com Year • • • Category • Subcategory t Compliance Method ort from a Florida Registered Architect or a Licensed • • Florida Professional Engineer 2008 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2018 Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence FL15551 R1 COI Andersen COI SS 2015-02-23.pdf •• ••• Referenced Standard and Year (ofhStandarcf!• • • • • • • • • •• Hca. -.�: • Year • • • • • •AAMA"DMA/CSA 101/I.S.2/A440 2005 • • 090 • • AAMA0W9M,i/ESA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1886 2002 • • • • � • • • : 9A'4M E 0§ 0:' 2002 ••• i • •• •1'AS291i i i 1994 ••i i• ••• •T.AS202••• 1994 TAS 203 1994 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgvKmQdIOUtQtl... 9/24/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa f Products Method 1 Option D 04/24/2015 04/25/2015 04/29/2015 06/23/2015 Page 2 of 2 FL # Model, Number or Name Description 15551.1 A Series Casement Windows Limits of U e Installation Instructions Approve for use in HVHZ: Yes FL15551 R1 II AWD043 SS 2015-04-21.pdf pprov for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 I Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Please refer to installation instructions, AWD043, for FL15551 R1 AE PER3526 SS 2015-04-21.odf further limitations of use. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, 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 with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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 click here . Product Approval Accepts: CreditSAFE •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http: //www. floridabui lding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgvKmQdIOUtQtl... 9/24/2015 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. INSTALLATION CLIP: FOR INSTALLATION INTO WOOD FRAMING USE TWO (2) #10 WOOD SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. INSTALLATION C : FOf� rgTALLATION INTO METAL STUD OR APPROVED MULLION USE TWj (2),1I0- &GR. 5 SELF -TAPPING SCREW PER LOCATION OF • SUFFIOIENT LENG#WI6ACyIEVE A MINI M U&W HREADS PENETRATION` • • D•YOND MET E. • • • NSTALLATION C1JR-4OR4t*1RLLATION THROUGH 1X BUCK TO �IR,�ETE/MASONRY, OR DIRECTLY INT,C•CONCRETEPNASONRY, USE TWO 2 -3/16 INCH DIAMETER W TAPCONS OR / " TAPCON PER • LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 4 1 CH MINIMUM • • "VOM ENT. ANCFPO6 SHAkL BE INSTALLFP JHR"H CLIP SUCH THAT A MINIMUM 13/4'4D.C. SRACIID IS MAINT61NED.O •000• • •• 000000 08. RANIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE W S, ING BUT *L TE�fO O KVENEER,AND SIDING. 01V"ATION ANARS AAdASSOCIATEAAMARE MUST BE MADE OF 0 CORRQ,SION RESISTAPJJ MATERIAL OR HqWgfWWION RESISTANT COATING. • •0000• 0000 •0000• 1O. FOR HOLLOW BLOIK AND GROUT FILLED BLOCK, DO NOT INSTALL •INSTALLATION ANCW*91IWO MORTAR DINTSAEOGE DISTANCE IS MEASURED 0 FROM FREE EDGE OF BLOCK OR EDGE OFKNOIRAR 101NT INTO FACE SHELL OF •0000• 11. INSTALLATION ANCIITORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 35.9 MIL (0.0359" or 20 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 0.078". MIN, 1/2" EDGE DISTANCE. ANDERSEN CORPORATION A -SERIES CASEMENT WINDOW (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 • ASTM E3886-02/05 • ASTM E1996-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ITHSTANDING AND TRANSFERRING APPLIED PRODUCT LO S TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENG EER OR ARCHITECT OF RECORD FOR THE PROJECT OF �/ X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHI. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. a WINDOW FRAME MATERIAL• PINE —� 7. CLADDING MATERIAL: FIBREX 0 AND FIBERGLASS B. IN ACCORDANCE WITH FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 1 9. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. OVERALL SIZE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 - ELEVATION, ANCHOR LAYOUTS,& ASSEMBLY NOTES 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 6 GLAZING OPTIONS 5 - BILL OF MATERIALS & COMPONENTS OVERALL SIZE DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 35 1/4" 711/4" *70/- 70 PSF LARGE & SMALL vio" mJ O=L x LL MISSILE IMPACT 3slsoo•s•sooes 100 FOURTH AVE. NORTH BAYPORT, MN 55003-1096 PH:(651)264-51'30 FX: (651) 264-5485 %iAdJ/Y "'•�F 1 11 ;11 Lii J m V) n J F ig 3� __ �Z � U Digitally signed by Hermes F. Norero, P.E. uwv v: Reason: I am approving this document A W 0043 Date: 2015.04.21 14:24:08 -04'00' SHEET: 1 OF 5 m q� Tt 1++ f aw Z S} p 3 Z g <0, O n�J�� Z vio" mJ O=L x LL J M C CSJFQ ( w h C m O w m ZNm � Z M 2 CL ,C _ malio g LU m CL m %iAdJ/Y "'•�F 1 11 ;11 Lii J m V) n J F ig 3� __ �Z � U Digitally signed by Hermes F. Norero, P.E. uwv v: Reason: I am approving this document A W 0043 Date: 2015.04.21 14:24:08 -04'00' SHEET: 1 OF 5 MAX. FRAME WIDTH 35.25" D.L.O. MAX. WIDTH 28.625" B C 3 3 17 E /4 16 12 /X. MAX. FRAME 16 HEIGHT 71.25" SASH D.L.O. MAX 12 \ HEI"T 64.-" • • • 16 • • • 17 • ...... .. . .. . ••••• • •• •• 030 3 • • • • • • • • MA�(l9gSH • EIEVATF10N MAX. HEIGH' 000, "EMAN4 000000 ASSEMBLY NOTES• • 1) LOCK KEEPERS SHALL BE FASTENED TO SASH WITH TWO #8 X 7/8" 5( 2) STATIONARY BRACKETS SHALL BE FASTENED WITH FOUR #8 X 7/8" TWO THROUGH BRACKET TO SASH, TWO THROUGH BRACKET TO JAMB 3) SNUGGER SETS AT HINGE JAMBS SHALL BE FASTENED TO SASH AND WITH FOUR #8 X 7/8" SCREWS, TWO THROUGH SNUGGER TO FRAME, TWO THROUGH SNUGGER TO SASH. 4) INTERIOR TRIM STOPS SHALL BE SECURED WITH 3/16" X 1" STAPLES: CORNERS AND 10" O.C. THEREAFTER. 5) TRIM STOPS SHALL BE SECURED WITH VINYL SPLINE. 6) WOOD FRAME MEMBERS SHALL BE BONDED TO EXTERIOR FRAME CLA[ WITH HOT MELT ADHESIVE. NOTES: 1) OPERABLE UNITS MAYBE EITHER LH OR RH OUTSWING MAX.FRAME WIDTH 35.25" wnoowB•sooRs 100 FOURTH AVE. NORTH BAYPORT. MN 55003-1096 PH: (651) 2645150 FX: (651) 264-5985 h m mm Z m 3 h S T w z�A � � � a~Si �W0 LU M < e o< z m `b w > �< j w d CO W as Z Iol3'f='=fV) QZ 2 OF TWO (2) #10 WOOD SCREW MIN. 3 THREADS CONCRETE/ MASONRY INSTALLATION ANCHORS PENETRATION rqqwu BY OTHERS PER CLIP TWO (2) #10-16 GR. 5 BEYOND METAL CAULK BETWEEN _ 3/4" MIN. SELF -TAPPING SCREW STRUCTURE CONCRETE/ MASONRY d2X �a.' EDGE DISTANCE INSTALLATION ANCHORS PER CLIP wl"oow;r"eooes WOOD BUCK BY OTHERS • . a. 100 FOURTH AVE. WkTH 2X WOOD BUCK a METAL STUD BY OTHERS, SAYPORT.MN 55003-10% BY OTHERS SEE SHEET 1 INSTALLATION NOTE 15 MH 651)264-5150 FX:(651)264-5985 EXTERIOR FINISH ' EXTERIOR FINISH ' BY OTHERS 1 1/2" MIN. BY OTHERS 3/8" MAX. v EMBEDMENT 3/8"MAX. ........•.... SHIM SPACE Z BACKER ROD d ' ' ' ' ' ' ' SHIM SPACE BACKER ROD d SEALANT BY OTHERS SEALANT BY OTHERS N 3 HZ4 > a �12 Q 19 T 12 LU o�w s 2 e 2 w'" �m< i A. N T U w m O.A. 10 6 UNIT 0.10 / 6 < a '0 Z H HEIGHT UNIT/ 7 3 HEIGHT ( 7 3 owc N o j /SEE GLAZING I -SEE GLAZING W m W + a + a OPTIONS, SHEET 4 OPTIONS, SHEET 4 a m • • • EXTERIOR INTERIOR • • FiCTERIOR INTERIOR • • • • •; g ••VERTICAL SECTION C VERTICAL SECTION co • • • • • • • • 3 • • AD - 2X WOOD BUCK 3 HEAD -METAL STUD • • • • • gg& LLATION CLIP - OPERABLE INSTALLATION CLIP -STATIONARY •••••• •• • Z •• •• �--� • • • 0 ••••• • •• • •••••• •• •••••••• IkIO H aHH INTERIOR EXTERIOR INTERIOR • • • •• •••• w w • • • • . • • • • • • SEE GLAZING SEE GLAZING • • • • • • • • • • • • ; • f OPTIONS, SHEET 4 / f OPTIONS, SHEET 4 • • • • • • to 17 4 13 O.A. • ; • • • • O.A. • • • 1 5 NOTE: IX WOOD BUCK UNIT 9 5 O UNIT• • • • • • 9 HEIGHT Z HEIGHT • • _ BY OTHERS IS OPTIONAL 6 3/8" 6 FOR MASONRY APPLICATIONS SHIM MAX. `,�L '7' R a Q a SHIM SPACE `�� � * a�� 1 19 3/8" MAX. 12 I 1 1/2" MIN. `�� Fes.• :•.•••. 12 SHIM SPACE 19 EMBEDMENT BACKER ROD d u H BACKER ROD d , —T SEALANT OTHERS :' . N SEALANT BY OTHERS • EXTERIOO R FINISH EXTERIOR FINISH ' " ° 11/4" MIN. 2X WOOD BUCK BY OTHERS '��c��y•.. BY OTHERS • , , n EMBEDMENT �� *BY THERS PRECAST SILL ' . '.. • SHEATHING—'— HING 1 11 BY OTHERS' ' ' • . • BY OTHERS 3/4" MIN. o ro N z Q F INSTALLATIONANCHORS.. .TWO (2) 3/16' ITW TAPCON—' a1 3/4" MIN. C c 2 1/2" MIN. TWO (2) #10 WOOD SCREW EDGE DISTANCE a Z STAGGERED PER CLIP EDGE DISTANCE INSTALLATION APER O IP p VERTICAL SECTION VERTICAL SECTION DWG #: 3 SILL-CONCRETE/MASONRY 3 SILL -2X WOOD FRAME AWD043 INSTALLATION CLIP -OPERABLE INSTALLATION CLIP - STATIONARY SHEET: 3 OF 5 1 1/2" MIN. 11/4" MIN. EMBEDMENT 3/8" MAX. EMBEDMENT Mderse S? 3/8" MAX. HIM SPACE ... SHIM SPACE 2 1/2" MIN. 3/4" MIN. rFsoora�ooarts EDGE 015TANCE ♦ 100 FOURTH AVE. NORTH EDGE DISTANCE �♦ ,. � BAYPORT,MN55003-10% 'Q PH: (651) 264-5150 FX: (651) 264-5485 2 6 3 3 6 2 ♦ m INTERIOR INTERIOR w N ^ v tt S TWO 2 #10 WOOD SCREW a • w R 6 Z o O ONE (1)1/4" ITW TAPCON N L' P HH INSTALLATION ANCHORS •` INSTALLATION ANCHOR p N a m PER CLIP PER CLIP v) Z ` O = LL CONCRETE/ MASONRY---"7, 7 7 . P`a t+ °C c = SEE GLAZING •� CONCRETE/ MASONRY . S il p w u BY OTHERS CAULK BETWEEN • OPTIONS V BY OTHERS ,')j m Z ` m m CONCRETE/ MASONRY d 2X . • [� \ / �• CAULK BETWEEN < p o Z W000 BUCK BY OTHERS aB 1 CONCRETE/ MASONRY d SX = I, H o Z 2X WOOD BUCK ♦L�:�IX WOOD BUCK BY OTHERS ui m w o a BY OTHERS ' / \ WOOD BUCK _ � SEE GLAZING EXTERIOR FINISH \r_8 OPTIONS \ - BY OTHERS (OPTIONAL) m BY OTHERS V 10 EXTERIOR EXTERIOR 10 8 12 EXTERIOR FINISH BACKER RDD 6 O.A. O.A. I BY OTHERS o • SEALANT BY1711-MERS w ow UNIT UNIT BACKER ROD 6 • • • • • • • • • WIDTH WIDTH SEALANT BY OTHERS m • •••••: HORIZONTAL SECTION u) •:•• JAMS -2XWOOD SUCK F HORIZONTAL SECTION Z • • ••• INSTALLATION CLIP-OPERABLE 4 JAMB- CONCRETE/MASONRY • INSTALLATION CLIP - OPERABLE Q • • .... • • • 3 4• C. A.t. LAMINATED GLASS 3/4" O.A. I.G. LAMINATED GLASS MIN. 3 THREADS �"� p • *:*o • • • • C�W-VSVWG OF: CONSISTING OF: PENETRATION BEYOND • 5/32" TEMPERED GLASS, 5/32" ANNEALED GLASS, 3/8" MAX. METAL STRUCTURE H M Goose • • 5IXl1 " STEEL SPACER, STAINLESS STEEL SPACER, • • • / SHIM SPACE w • • • • • 3 3Z"�JPI ACED GLA55 3/32" ANNEALED GLA55 uj :so*** 0.090" PVB INTERLAYER BY DUPONT, 0.090" PVB INTERLAYER BY DUPONT, 19 10 •*S�LIC.N ARJN�ALED GLASS 3/32" ANNEALED GLASS ••••••••• 3 6 2•9 • 9 10 / \•:•••• • 7 INTERIOR SEF-TAPING SCREWODHERED TO EXT. SASH ADHERED TO EXT. SASH 1g ZLADDING WITH HOT rn / CLADDING WITH HOT PER CL p INSTALLATION ANCHORS ``` J,'ELT ADHESIVE FULL MELT ADHESIVE FULL b�MIN. GLASSRIMETER MIN. GLASS PERIMETER 7 METAL STUD BY OTHERS, `�� �FLO. �tiBITE 7/16" BITE 7/16" DOW 891 SEE SHEET 1 INSTALLATION GE RGS 7700 GE RGS 7700 SILICONE / n NOTE 15 L SILICONE BACK SILICONE BACK yl�" LUl � BED GLAZING BED GLAZING GLAZING / - n ; r `EXTERIOR FINISH �i �Y '•.• GLAZING OPTION 1 GLAZING OPTION 2 SEE GLAZING \ — h SHEATHING BY OTHERS F OPTIONS 10 8 12 'i�� y * PCO ��` NOTE: 1 11 1) FOR INSTALLATION ABOVE 30 FT. ABOVE GRADE IN AREAS EXTERIORO A Iii m m N m Z ui1 ,n REQUIRING IMPACT RESISTANCE, ALL UNITS MUST BE SAFETY UNIT BACKER ROD A SEALANT o Z v) c �_ < I- GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM IN WIDTH BY OTHERS p $ o t=i 'U Z ACCORDANCE WITH THE FBC. G HORIZONTAL SECTION DWG #: 4 JAMB-METALSTUD AW0043 INSTALLATION CUP - STATIONARY SHEET: 4 OF 5 N ".. ACL WOOD)&ARPQNE:4TS AREgl" • •: • • �M SASH Rfkft/STILE,i►.Ifp1p • WOC%•••• • •• • 00608" • • • 11 1.425" 11 NAILING FLANGE RIGID PVC 1.550" 1.969" E� OFRAME - SILL WOOD OFRAME - HEAD & JAMBS WOOD TRIM STOP - HEAD & JAMBSTRIM STOP - SILL 3 WOOD O WOOD OFRAME STOP - SILL WOOD 0.680" U2.375" OINTERIOR TRIM STOP WOOD I1.490" 0.865 1 OFIA ME EXCLADDING O9 F SH CLADDING - BOTTOM RAIL 10 SASH FIBERGLASS CLADDING - RAILS/STILES �{ 2.884" + T 1 - 1.566" 3.126" 0.080" 1.3178" � 0.070" 0.110" —T ` 2.326" E�-- -�( �- 1.218" 12 SNUGGER KIT 18 STATIONARY BRACKET KIT 19 304 INSTALLATION CLIP 55 6.375" 0.024" 0 0 1.500" • �( ••••• • i ••• 00.188" NOTE: INSTALLATION CLIPS SHALL 8E (TyP.) ATTACHED TO WINDOW FRAME WITH TWO (2) #8 X 5/8" SCREWS Andem rqqmQ WIN bows :-DOD Its 0-"T, MN 55003-1096 BIL. OF MATERIALS F%: (651) 264-5485 ITEM # DESCRIPTION MATERIAL MANUFACTURER 1 FRAME - SILL WOOD ANDERSEN 2 FRAME - HEAD & JAMBS WOOD ANDERSEN 3 TRIM STOP - HEAD & JAMBS WOOD ANDERSEN 4 TRIM STOP - SILL WOOD ANDERSEN 5 FRAME STOP - SILL WOOD ANDERSEN 6 INTERIOR TRIM STOP WOOD ANDERSEN 7 SASH RAIL/STILE, INTERIOR WOOD ANDERSEN 8 FRAME CLADDING FIBREX . ANDERSEN 9 SA5H CLADDING- BOTTOM RAIL FIBERGLASS ANDERSEN 10 SASH CLADDING-RAILS/STILES FIBERGLASS ANDERSEN 11 NAILING. FLANGE RIGID PVC ANDERSEN 12 SNUGGER KIT - ANDERSEN 13 ROTO -OPERATOR (STRAIGHT OR SPLIT ARM) - ANDERSEN 14 TQPWVtgNT SURFACE MOUNTED LOCK - ANDERSEN • • 35 • QPCINTSU*AG@ XVUNTED LOCK - ANDERSEN • 16 ..... e LOCKkEEPE'R - ANDERSEN 0:01-70 ' '10sHINGE'.KIT ASSEMBLY - .ANDERSEN "018 • STATIONA t BRACKET KIT - ANDERSEN • ` • 14 • • • • • :NSTA4AIWCLTP 30455 ANDERSEN N ".. ACL WOOD)&ARPQNE:4TS AREgl" • •: • • �M SASH Rfkft/STILE,i►.Ifp1p • WOC%•••• • •• • 00608" • • • 11 1.425" 11 NAILING FLANGE RIGID PVC 1.550" 1.969" E� OFRAME - SILL WOOD OFRAME - HEAD & JAMBS WOOD TRIM STOP - HEAD & JAMBSTRIM STOP - SILL 3 WOOD O WOOD OFRAME STOP - SILL WOOD 0.680" U2.375" OINTERIOR TRIM STOP WOOD I1.490" 0.865 1 OFIA ME EXCLADDING O9 F SH CLADDING - BOTTOM RAIL 10 SASH FIBERGLASS CLADDING - RAILS/STILES �{ 2.884" + T 1 - 1.566" 3.126" 0.080" 1.3178" � 0.070" 0.110" —T ` 2.326" E�-- -�( �- 1.218" 12 SNUGGER KIT 18 STATIONARY BRACKET KIT 19 304 INSTALLATION CLIP 55 6.375" 0.024" 0 0 1.500" • �( ••••• • i ••• 00.188" NOTE: INSTALLATION CLIPS SHALL 8E (TyP.) ATTACHED TO WINDOW FRAME WITH TWO (2) #8 X 5/8" SCREWS Andem rqqmQ WIN bows :-DOD Its 0-"T, MN 55003-1096 PM (651) 264-5150 F%: (651) 264-5485 7 a ZLu m M T W J ✓ Z �0w J �Em Zf 6 Lu p < v Lu N � .0 m Z H m Y m U, Z M U H z d CO o iL u H �i UJ Lu %,qty•''•••. . �•• N 7ll(till lU OC V) m Z J �% a8 o� kq __ "IZ U DWG #: A W D043 SHEET: 5 OF 5