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Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 19C (772) 462-1553 191 ti�VA, APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 3427-701-0060-000-0 Ai 3. DESCRIPTION OF PROJECTOR WORK Awaplaine exi s t i n 4. TYPE OF STRUCTURE: SFR X MOBILE HOME 5. OWNERS INFORMATION Name: Address-7 6 2 SE RIVER LN . City: PORT ST LUGS; FT. Zip: 34983 Phone:772 871 -2840 Email:mikehosp@be11south, net ZOO ey <`a Cp windows (NOT SGD's OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: c rr 0 j E; 9 4'j County Cert #: Business Name: I)S GENERAT CONTRACTORS Phone Numba7 2 3 3 5- 0 0 3 5 Email:info@dsgeneralcontractors.com COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT.APPROVAL # WINDOWS 1 1 —1 0 3 1 2 SKYLIGHTS. SLIDING GLASS DOOR SWING DOOR MULLIONS VERHEAD GARAGE DOOR Attach 2 'copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ „ FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this applic )anon�in orrect and th work w' a done in compliance with all applicable laws regulating constructs . DS GENERAL CONTRACTORS P O TRACTOR/QUALIF ER NAME SIGNATURE OF OWNER OR C TRA O QUALIFIE STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED DAY OF , 20, BY — WHO IS RSON LLY KNOWN TO ME R WHO HAS PRODUCED AS IDENTIFICATION. SI A RE F NOTARY TYPE OR VRINT NAME OF NOTARY _J�....nYuP, SEAL MARY E. SHAFFER . TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR R TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR YOUR NOTICE OF COMMENCEMENT. Notary Public - State of Florida My Comm. Expires Oct 10, 2017 .OR gI?tPtI15S�" 062176 [talplMoftNatary Assn. MIAMI•DiADE Rai MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REG 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA)wmv,miamidade.gov/ocra/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: C%J This NOA is being issued under the applicable rules and regulations governing th se truction materials. The documentation submitted has been reviewed and accepted by Miami- PERA Product Control Section to be used in Miami Dade County and other areas where allo d by thority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountVyl roduct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.L APPROVAL DOCUMENT: Drawing No. M6-SH2O0-01, titled "Single Hung Window Installation' sheets 1 through 8 of 8, dated 05/11 /11 with revision A dated l 0/10/11, prepared by manufacturer, signed and seaIed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 011-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. a QADFCOV�y NOA No. 11-1013.12 ' � Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. .Manufacturer's die drawings and sections. 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA #11-0614.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. - Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No.11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I.,IF:Prod /01/ d expiring on 09/01/16. Man erez, P.E. net Cont Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8"" TIP -TO -TIP WIDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52.1/8' BUCK WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 49.1/8• ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C00 CONCRETE REQUIRED IN VISIBLE LIGHT FLANGE MAX. MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLES 6 $ 8, SHEET & 6. FRAME HEAD�FB 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8, SHEET 4. ALLWOOD BUCKS LESS THAN A 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS 8"MAX. FROM _ _ _ _ _ 36.1/2° (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN — � � VISIBLE TT AND INSTALLATION IS THE RESPONSIBILITY OF Y OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING 78" 21" LIGHT RAIL MAX. O.C. TIP -TO 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL TIP FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING - 77' HEIGHT STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK OF THESE INSTRUCTIONS. / HEIGHT 8' MAX. FROM / 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 1'O THE CENTER OF '— SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE MEETING / SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW RAIL I 23• 1 7) DESIGN PRESSURES: y MAX, O,C. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME 9' B NO ANCHORS REQUIRED ANALYSIS AND GLASS PERASTM E1300. MAX. IN FLANGE FRAME BILL 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE FRAME ELEVATION THIS THE 1.0 LOAD DURATION FACTOR WAS USED FOR THEO WOOD. ANCHO SDTHAT COME INTO CONTAACTWTH OTHER DISSIMILAR MATERIALS SHAILL ON MEETTHE REQUOF ANCHORS IREMENTS MENTS (TESTED UNIT) OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 40DO SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. {�- WIDTH WIDTH HEIGHT HEIGHT EOUALLITE PROVD:W/ORIEL ARCHMPPROVIEWI0RIP1 RADIUETOP EQUAL LRE DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE \.YNN _ * . NQ.10 58705 - i.......... `\ ` Il lltt\ A LYNN MILLER, P.E P.E.o 68705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 P.O. BOX 1529 NOKOMIS: FL 34274 CERT. OF AUTH. 020206 62-IIW BUCK WIDTH 49-1 /8' VISIBLE LIGHT 3' MAX. f+ --D C 6-112" VISIBLE / LIGHT 8' MAX. D.C. tp 1 77" _ BUCK HEIGHT -_D 3, MAX 8" MAX.O.C. TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL. NOTES .......... ............. 1 ELEVATIONS................................ 1 DESIGN PRESSURES ........... .2 & 3 INSTALLATION, FLANGE -....4 INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES.................6 GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ..... _............ 7 EXTRUSION PROFILES............._.8 PARTSLIST................... ............... 8 ruo By: Dab: Rem". JJ 10/10/11 2010 FBC laed W. DOW Mvlabn: PRODUCT RBVISBD o3eompvI*vAthdmFwft Bu8d;h8 Cade Acceptance No Expimttpn Date - ito BSV1Nm Dade act GENERAL NOTES & ELEVATION I J ROSOWSKI NGLE HUNG WINDOW INSTALLATION 05/11/11 be/Modell scab: oat: omwlno No. Rev: SH-200 I NTS I 1 I MD-SH2O0-01 I A TABLE 1: TABLE 2: TABLE3: FIGURE A: SASH CROSS SECTION • (WITH MONOLITHIC GLASS) VISIBLE LIGHT SASH HEIGHT HEIGHT BASH HEIGHT - 3•9116' J NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH iB' ANNEALED GLASS (TYPE A), _ 2) FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCTRB�SEDp � m =nPI" Bullding Oode - 0 2 Accoplmtoe No Or(o E Imlon Date tNl. ade peoduat Maximum a Design Pressure O - I Q a co) W Q c 1QQ= ' -j Z y > C3 dl Z Lu J 0 W EEE C� Z pp 0 O cA Z o = 07 BRA 4'v Qg'd b'i _�:; 8 �� m p O d0: 2C : y 0 16'. Z =_W :Z piu Q:0- J , ku o `� rp 4: - Z y •,•� z " :' ojj u ` J t yl' ••....... ' O W 41p Window Height' Sash Height (see Figu (Ibslft2) for Glass Type A, Ftn &Flange Frame Monolithic Glass Types A 1/8" Annealed B 118" Tempered C 3118° Annealed D 3/18" Tempered E 1/4"Annealed F 7/4" Tempered Insulated Glass Types G 1/8" Annealed,l/4" Alrepa¢e,1/B"Annealed H 3/16"Annealed, 3/18" Airspace, 1l8"Annealed 1/8" Tempated,l/4" Alropace,1/8" Tempered J 3/18" Tempered, 3116" Airspace, 1l8" Tempered TABLE 4: Maximum Window Height' sash Het ht� (see Figure A, this sheet) Design Pressure (Ibs/ft2) for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 19-1/8" 284/2" 33" 37" 41" 46" 49" 63-1/8" 23" 11.9/18" (Equal Ute) +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 •90.0 under 1B•9/16" +65.0 -90.0 +55.0 -90.0 +66.0 -90.0 +66.0 -90.0 +66.0 •90.0 +55.0 -84.3 +65.0 -78.0 +65.0 -7Z9 37" 1B•9l18" (Equal Lite) +66.0 -90.0 +56.0 -90.0 +55.0 -90.0 +65.0 -90.0 +66.0 -90.0 +55.0 -90.0 +65.0 -81.1 +66.0 - 33.4 over 18-9/18" +66.0 -00.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.D +55.0 •64.3 +55.0 -78.0 +55.0 72.9 under 16-7/8" +55.0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.0 +66.0 -68.5 38-3/8" 15.7/8" thru 19.3/78" 3 +55.0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 19414" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -87.9 +65.0 -78.8 +65.0 -71.2 over 19-1/4" +65.0 .90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +56.0 -88.6 +55.0 .81.8 +65.0 -76.0 +66.0 -88.6 under 19-9/18" +65.0 •90.0 +55.0 -90.0 +65.0 -00.0 +56.0 -8e.6 +66.0 -80.2 +55.0 •73.2 +55.0 -66.3 +65.0 -59.7 46" 19-9/10" thru 22-5/8" 3 +55.0 -90.0 +65.0 .90.0 +55.0 -90.D +55.0 -90.0 +55.0 -89.1 +55.0 .78.5 +56.0 -70.0 +65.0 -63.0 22-9/18" (Equal Life) +66.0 -90.0 +56.0 -90.0 +65.0 -90.0 +56.0 -90.0 +55.0 -89.3 +55.0 .78.5 +55.0 -70.0 +65.0 -63.0 omr22-9/16" +56.0 -90.0 +55.0 -80.0 +65.0 -90.0 +55.0 -88.6 +55.0 -8D,2 +65.0 .73.2 +56.0 -68.3 +55.0 -59.7 under 20-1/6" +55.0 -9D.0 +55.0 -90.0 +55.0 -86.0 +56.0 -el.8 +56.0 -76.7 +55.0 .69.2 +55.0 -62.8 +55.0 -67.7 49„ 20.1/e" thru 24-117 3 +66.0 -90.0 +65.0 -00.0 +66.0 -90.0 +66.0 -90.0 +55.0 -64.8 1455.0 -74.2 +55.0 -05.9 +55.0 -59.1 24-0116" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 - 00.0 +65.0 -04.8 +55.0 -74.2 +55.0 -65.9 +65.0 -69.1 •over 24-9l18" +65.0 -90.0 +65.0 -90.0 +65.0 -88.0 +65.0 •81.8 +65.0 -76.7 +55.0 -89.2 +55.0 -82.8 +66.0 57.7 under 2D-13M8" +56.0 -90.0 +55.0 -90.0 +65.0 -83.5 +55.0 -79.1 +65.0 -74.0 +66.0 -67.3 +55.0 -81.9 +66.0 -56.8 .50.5/8" 20-13/18" thru 24-11/16" 3 +65.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +65.0 -72.7 +55.0 -64.6 +55.0 -67.8 24.3/4" (Equal Llte) +65.0 -90.0 +66.0 - 00.0 +55.0 -90.0 +56.0 -90.0 +65.0 -83.2 +65.0 .72.7 +65.0 -64.6 +65.0 -57.8 over24.3141 +55.0 -910 +55.0 -90.0 +65.0 .83.5 +65.0 -70.1 +55.0 -74.0 +55.0 -67.3 +55.0 •61.9 +55.0 -58.8 under24-16/16" +65.0 -87.9 +55.0 -75.6 +55.0 -66.7 +55.0 -62.3 +56.0 50.0 +65.0 -58.6 +63.2 •53.2 +49.e '-49.6 OV 24-15/16" 1hru 30-6/8" 3 +55.0 •87.9 +65.0 -76.8 +55.0 -74.1 +55.0 -74A +65.0 -74.1 +65.0 -65.6 +55.0 57.6 +61.1 -61.1 30.9116" (Equal Lite) +65.0 -87.9 +55.0 -75.8 +55.0 -74.1 +56.0 -74A +65.0 .74.1 +65.0 .66.6 +55.0 -67.6 +51.1 51.1 over 30-9/le, +55.0 -87.9 +55.0 -75.8 +65.0 -74.1 +55.0 -74.1 +55.0 -74.0 +66.0 -65.5 +55.0 -57.6 -61.1 under26$14" +55.0 -83.9 +55.0 -71.7 +55.0 •62.0 +66.0 -59.9 +55.0 -57.8 +64.6 .64.6 +61.3 -61.3 •46.363" 25-3/4" thru 315/9" 3 +55.0 -83.0 +55.0 -71.7 +55.0 -69.4 +65.0 AM +66.0 -69.4 +65.0 -64.6 +66,0 -58.5 j+4B.3 50,231-9/16"(Equal Lite) +55.0 -83.9 +65.0 -71.7 +55.0 .69.4 +55.0 -69.4 +65.0 -89.4 +55.0 -84.6 +55.0 •56.5 50.2 over3l•9/18" +55.0 -83.9 +56.0 -71.7 +66.0 -69.4 +55.0 -69.4 +65.0 -69.4 +65.0 -64.5 +65.0 56.5 +60.2 50.2 under 29-314" +66.0 •68.3 +65.0 -58.3 +62.1 52.1 +61.5 -51.6 +51.6 -51.5 +61.6 51.5 +50.0 50.0 +40.4 48.4 73" 2941,Vl lhru 38.518" 3 +65.0 -e8.3 +65.0 -58.3 +52.1 -62.1 +51.6 .51.5 +51.6 -61.6 +51.6 -51.5 +61.6 -51.5 +40.4 46.4 38-9116" (Equal Lite) +55.0 .68.3 +66.0 58.3 +62.1 -62.1 +61.6 51.6 +61.5 51.6 +51.5 •51.5 +61.5 -61.6 +48.4 48A over 38.9/18" +55.0 -68.3 +56.0 56.3 +62.1 52.1 +51.6 51.5 +61.6 .51.5 +61.5 -51.5 +61.5 51.5 +46.4 .46.4 under 31-3/4" +55.0 02.6 +60.8 -50.8 +4e.3 -48.3 +46.21 45.2 +45.0 46.0 +45.0 -45.0 +46.0 46.0 +45.0 •16.0 78" 31-3/4" thru 39" 3 +65.0 -62.5 +60.8 50.8 +48.3 4S +q6.2 -46.2 +46.0 -45.0 +45.0 -45.0 +45.0 46.0 +46.0 -46.0 39-1116" (Equal Lite) +55.0 -SZ5 +60.8 -50.6 +46.3 46.3 +45.2 -46.2 +45.0 45.0 +45.0 46.0 +45.0 -46.0 +46.0 -45.0 ' np4o-tip dimensions for flange windows shown. For in windows or buck dimensions, subtract 1". 2 Omratl sash height. For clear daylight height, subtract 3.9/16". 3 Size range Includes the standard Pro -View (3-0ver--2 configuration) for the given Window Height. For overall sash width, subtract 2-16/18" from the buck dimension. TABLE 2: Monolithic Glass Types A 118" Annealed 8 118" Tempered C 3/16" Annealed D 3/16" Tempered E 1/4" Annealed F 1l4" Tempered TAAI F 1- Insulated Glass Types G 1/8" Annealed, UV Alrepace, 'Iff Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed I 1/B" Tempered, l/4" Airapace, 118" Tempered J 3/16", Tempered, 3/16" Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (WITH I.G. GLASS) F VISIBLE LIGHT HEIGHT PRODUCTRBVlSBD ascomplyft witb the Plaft Balldibp Code Acacpunro No )- I .I BxpintlpnDate 16 sy Mlend o cl, Lu U Z IO 34 Go Q & ZLL co) Of Z W (9 a. ❑ O tL = o J 2 ❑ Mtn fn SASH HEIGHT - 3-ght � (`v I o' 4a S ,'' \`\ N j t l l 11111 ,,NOTES 1) USE THIS TABLE FOR ALL WINDOWSTHAT ARE GLAZED WITH GLASS = TYPES Is J. NOT APPLICABLE WITH 1/8" ANNEALED OLA98 (TYPE A). _ W o to 0 • Q oLU %*. Z 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH 0R, HEIGHT DIMENSION SHOWN ONTHETABLE. '. �: ° 7-.; 6 ��` O 1� q INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTIONAL ADDON 13 FLANGE OPTION 1 0 HEAD, sILLSJAMBs CURVED HEADER INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. I AGS' VISIBLE LIGHT HEIGHT a1 2.751' BUCK EXTERIOR HEIGHT I a TIP. -TIP HEIGHT .—BLEHTHT2, 1SHEET.1 EMBEDMENT 11/4• MAX 114' SHIM MAX TYP, ANCHOR TYPE, SHIM EMBEDMENTAND EDGE DISTANCE 1 PER SUBSTRATE, SEE TABLE 5, THIS INSTALLATION SHEET. OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, '•t EMBEDMENT ;.:. •' AND EDGE DISTANCE PER SUBSTRATE, w, i SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 912 STEEL —11, [ 1/4• MAX. SHIM SELF -DRILLING SMS (05), SEE TABLE S, THIS SHEET USE EITHER LATCH (1120)OR INSTALLATION BOTTOM LOCK OPTION 4 (#11).TESTED INSTALLATION UNITLOCATION: ANCHORS 6-8/B• FROM VENT END. DIRECTLY INTO METAL. rani a e. CONCRE71WCMU CONCRETE/CMU PERANCHOR PER ANCHOR 'P ' REQUIREMENT REQUIREMENT TYP. ANCHOR i. TYPE, 3 EMSEDMENTAND _ 1/4• MAX 41 P7 y EDGE DISTANCE SHIM 10 �, .� PER SUBSTRATE, SEE TABLE 6, I `.. THIS SHEET. 38 EMBEDMENT EDGE ----_ 24 `•,'q; '' DISTANCE 32 43 64 EXTERIOR INSTALLATION OPTION 3 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS BUCK WIDTH THROUGH 1X BUCKSTRIP TIP -TO -TIP WIDTH INTO MASONRY. HORIZONTAL SECTION A -A EGRESS FORMULAS richer Substrate Min. Edge Min. (EQUAL-LITE) Distance Embedment WIDTH: TIP-TO-TIPWIDTH -4• SS CmteFlex Ungrouted CMU, (ASTM C•00) 1" 1-1/4'• HEIGHT: TIP -TO -TIP WIDTHl2-6-8/16" Anchor Group A A 1/4" 410 B #12 Steel SMS Screw (GS) P.T. Southern Pine (80 - .55) 9/18" 1-/8" Aluminum, 8053.75 min. Nan; 1/6"• Steel Stud, Gr. 33 min. 3/8" 0.0348 (20 Gar A38 Steel 3/8" 1/8"• 1/4" 410 88 CreteFlex P.T. Southern Pine (SG -.55) 1" 1318" Concrete (min. 3.35 k51) Ungrouted CMU, (ASTM C-BO) 1.3/4" 1-1/4" C 1/4" Steel UltrScon P.T. Southem Plne SG Q .55 1" Twill Concrete (min. 2.7 kal) 1" 13r8" Ungreuted CMU, (ASTM C-BO) 1" 1-1/4" U DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR 11 STEEL STUD, BEE SUBSTRATE (1 MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES, TABLE 6, THIS SHEET. �J ' NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 0 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-IM THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 22D 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1.1/2^ THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSOREFERRED TO AS DAYUGHT 11 I I I I I r MEASURED FROM BEADING TO I `��``�,�,ON�, L NN ��` ��i Mvbee By: Deb: Rerhlon: 1!4'MAx9HIM Q�.r'•�10ENSF'•.,Qp ;, _ �� 10/10/11 NO CHANGE NO ANCHORS '.� • . . ' REQUIRED IN ; • �•' % ' CONCRETE PER FLANGE •.,� ANCHOR FRAME SILL ••?' - A . ' �• , i , REQUIREMENT VERTICAL SECTION B-B * No.58705 O � STAT O 1N11A�'' lLl11 tE� �` A. LYNN MRLER. P.E. ... P.E.N667g6 1070 TECHNOLOGY DRIVE N. VENIC� FL 34275 P.O. BOX 1520 NOKOMIS.' FL 34274 CERT. OF AUTH, 02029e Rarleron: 'O-TIP WIDTH -6.1 r0-TIP WIDTH • 4• HEIGHT - 7.1/1891 PRODUCTRSVISBD a3 complying with the Fimtds Building Code Acceptance, too 11-101 SaplmHon Daze ES' Qf 1.2DI(e �: FLANGE FRAME INSTALLATION DETAILS ROSOWSKI (SINGLE HUNG WINDOW INSTALLATION 1 05/11/11 1 SH-200 NTS I 4 OF 8 A INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT OPTION 6 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) d THROUGH THE FIN EDGE DISTANCE _ I 2.761° BUCK LEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE S, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D- l EDGE DISTANCE r EDGE ly TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE B, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, EDGE DISTANCE EDGE DISTANCE �— 1/4' MAX SHIM 1/4' MAX SHIM TYP. ANCHOR TYPE, THIS SHEET `y / 2X WOOD, �ll/ SEE NOTE 2, THIS SHEET im EMBEDMENT 1/4'MAXSHIM L TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION V INSTALLATION SEE TABLE B,THISSHEEi. OPTION EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, BEE TABLE S, THIB SHEET, HORIZONTAL SECTION C-C _ EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION OPTION 6 INSTALLATION ANCHOR OPTION E INSTALLATION y�qg l�� I EXTERIOR (NAIL) THROUGH THE FIN STRAIGHT HEADER ANCHOR (SCREW) li'�J- VISIBLE LIGHT WIDTH -►(I J"� INSTALLATION ANCHOR THROUGH THE FIN V (SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FIN N10 STEEL SELF -DRILLING SMS (05) 1/4' MAX. SHIM ' EXTERIOR U II b ALUMINUMISTEEL FRAMING OR STEEL STUD. BEE SUBSTRATE PROPERTIES, TABLE S, THIS SHEET. NOTES BUCK WIDTH EGRESS FORMULAS (EQUAL-LITE) MULLION SECTION WIDTH: BUCK WIDTH-.T HEIGHT: BUCK HEIGHT12 - 6.13/1W DARE APPROVED MULLION, MAYBE VERTICAL OR HORIZONTAL MAX.VISIBLE LIGHT FORMULAS1/4' SHIM. SEE SUBSTRATEPROPERTIES, TABLE S, THIS SHEET. 70VED (EQUAL-LITE) WIDTH (SASH): BUCKWIDTH - 4-1/1W WIDTH (FIXED): BUCK WIDTH-3" EXTERIOR HEIGHT.(BUCKHEIGHT-B-1/1S°)/2 5 TARLE A• Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nell P.T. Soulhem Pine (SG - .65) 1/2" 2.7119' 2-1/T' x A31" Common Neil P.T. Soulhem Pine (SG a .65) We, 2-7/16" 2.1/2" x .146" Roofing Nall P.T. Southern Pine (SG - .55) 0/16" 2-7/18" #10 Steel ISMS Screw (05) P.T. Southern Pine (SO a .55) 3/4' 1.3/8" Aluminum, 6063-75 min. 3/8- 118" Steel Stud, Or. 33 min. 3/8" 0.038 A35 Steel 3/8" 1/8• 1/4' MAX SHIM 1) USE ONLY SUBSTRATE t I I I I - M �MIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. APPROPRIATE ANCHORS LISTED ON TABLE S OF THIS SHEET. ��\\ Ax �.. N 4fl 11 FOLLOWEMBEDMENTANDEDGE �CENSF''•�F�Q EDGE DISTANCE LIMITS. ANY Q';' �' •,.* DISTANCE INSTALLATION OPTION SHOWN * : No. SB705 MAYBE USED ON ANY SIDE OFTHE DISTANCE EDGE WINDOW. _ a• 2) 2X WOOD FRAMING OR BUCK. �� '•, , f l ; • W 1.1/2'THICKORGREATER. 0 STATE OF �!/� '••,FCORIOP.•'•� 1070 TECHNOLOGY DRIVE CC N. VENICE, FL 34275 3) VISIBLE LIGHT WIDTH OR HEIGHT �i S (ALSO REFERRED TO AS DAYLIGHT 3 ONAL. P.O. BOX 1520 OPENING) IS MEASURED FROM '' r t �r 1 t 1I t 1� `` NOKOMIS.' FL 34274 D BEADING TO BEADING. A. LYNN MILLER, P.E CERT. OF ALRH. P.E1 ea7os (12020a JJ 1 10/10/11 1 NO CHANGE PRODUCT' REVISBD'� as somplying with the Florida Bulldlhg Coda „ ,_ _ Dnc*H*A.- Drown FIN FRAME INSTALLATION DETAILS J ROSOWSKI Nue: Dote 31NGLE HUNG WINDOW INSTALLATION 05/11/11 Sedn/Atodeh Scofr. SAnt: Drawfrp No. ltor SH-200 NTS 5 OF 8 MD-SH2O0-01 A T WEEP NOTCH EACH END ANGLED/CURVED FRAME ASSEMBLY FRAME ASSEMBLY !10 61 MITERF WI1 WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS 11V ANNEALED OR 3116" ANNEALED OR TEMPERED GLASS TEMPERED GLASS 318' NOM. GLASS BITE 1/8" GLAZING DETAIL GLASS TYPES A & 8 3/8' NOM. GLASS BITE 3/16" GLAZING DETAIL GLASS TYPES C & D 1' WEEP NOTCH EACH END ANGLED/CURVED FRAME 90e CORNER ASSEMBLY FRAME ASSEMBLY �Y MITERED FRAME L ® WITH FRAME WELDSAT SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1/4' ANNEALED OR 1I8' ANNEALED OR TEMPERED GLASS TEMPERED GLASS 3. CIL 1/4" GLAZING DETAIL GLASS TYPES E & F 31W NOM. GLASS BITE PRODUCE in8 REVISED as comply Building Code AcccpttUM No Bxpintion Date KO By Mlemi • eProduct 3 O CO) = CCCY>l� 60 81 Q W LL~l F" g� CO)ILL5 co FLANGE FRAME _ z 0 SHOWN, FIN ci ca �i FRAME SIMILAR O O fi Z in z m § lz ASSEMBLY DETAILS FOR W FRAME TO MEETING RAIL N z W 2 0 u1 N t Uz W la"NOM. 1/2"NOM. GLASS STACK GLASS STACK �p 1/4'AIRSPACE 3H8'AIRSPACE p r r X3 3/18'ANNEALED OR w 1/8" ANNEALD OR TEMPERED GLASS 1/S' ANNEALED OR y. TEMPERED GLASS TEMPERED GLASS 83 43 84 l` U 3B" NOM. L JVI GLASS BITE o 38 38 33 32 �Itt'833 N�`�il.Jj ; 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL -ZE: W r S6 O'` 0 GLASS TYPES G & I GLASS TYPES H & J Item # POT Dwg. # POT Part# Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E I 62714EW Integral Fin Frame SIII 6 2782 62782W Integral Fin Frame Jamb 7 2706 02706DW Sash Bottom Rail B 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rall 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61228DW Vinyl Bulb, Flex PVC 70 21 1062C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 6406BG Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 1 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon ' 29 1096 71096W Sweep Latch, Zinc 30 1016 7858M #8 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 118" x 1/2" x 1", EPDM 32 6DURAK316 Duraseal - 3/16" 33 6DURAK14 Dureseal -1/4" 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625E Glass Bead (1/8" Glass) 41 2719 6271gB Glass Bead (3/16" Glass) 42 1283 81283E Glass Bead (1/4" Glass) 43 1253 BVT48B Glass Bead (I.G.) 50 781PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPOA #8-15 x 1 LH TWlnfast Screw Zinc 53 1186 781LHPDX #8-15 x 1 LH Twlniast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16'Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I.G. 64 1/8"- 3116" Air - 3116" An. or Temp. I.G. �-- 2.000• .082" .500, T .sea, .062• .082' OFLANGE FRAME HEAD e063-T6 ALUMINUM 2.058" 3.225" .050" -.97a^ 1 .050"+{ 1.125" .oao• 2,058• OINTEGRAL FIN FRAME SILL 0063-T8 ALUMINUM ,0e2" 7 1.582• Mar OFIXED MEETING RAIL 6083-TO ALUMINUM �-1 2.600" 800' '050• I �-- 2.058' --� 2 FLANGE FRAME SILL 6063-TB ALUMINUM 1 t.t2a•;!a" o• .OB2" 2.ODo' 090' .976• .082" .050' OINTEGRAL FIN FRAME JAMB 6003-TB ALUMINUM .082" 1,107" .0a0" -�{ .928" f� OSASH SIDE RAIL 10 6083-T6ALUMINUM 111111I1! ' .yV"yNN Af/11 k' 00. gs105 13 BTAkEOF Z: �'�•FSSI'OIN1�A�� A. LYNN I ILLEfL P.E. PEA as70a 1 .238• .082" 2.000' 500" 1►--- '7j' .082" - .05D' 3 FLANGE FRAME JAMB 8063-TO ALUMINUM t.sm• 1.zz9• .082" - �i 062" .926' OSASH BOTTOM RAIL e083-T6 ALUMINUM .885' 874" .062 "4n i 11 SASH BOTTOM LOCK RAIL 0063•TB ALUMINUM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 cERT. OF AUrH. y2829a 2.000' Aar -F - 1,125• 050" aor Ear .0e2• 012-.Bar'I OINTEGRAL FIN FRAME HEAD - 6083-T5 ALUMINUM �+- 1.167- 050" 1.898" .062• T .ObO' 13 ADDON FLANGE 8089 T8 ALUMINUM eoD" i-•- OSASH TOP RAIL 8063M ALUMINUM 039' 8• 1.157. +� Ot2 SASH STOP 50a3-T6ALUMINUM PRODUCT REVISED m mmplying with tin Florida 0ulldibg Code a. fmtlonQ /b tad By: Onk: Raidan: JJ 10/10/11 NO CHANGE By fad eY: I DOK R.vfNOn: Mlam ado product & PART DETAILS J ROSOWSKI GLE HUNG WINDOW INSTALLATION 0! /6radd: Sank: Sna. a"Inp Na SH-200 NTS 8 OF 8 MD-SH2O0-01 1/11 A