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Building Permit Application
S All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 07/15/19 Permit Number: -COUNTY - -- RECEIVED - J Building Permit ApplicaFion Planning.and Development Services JUL I )119 Building and Code Regulation Division ST. Lucie Count 2300 Virginia Avenue,Fort Pierce FL 34982 Y, PerRliti inc Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT TYPE: Window/Door permit PROPOSED IMPROVEMENT LOCATION: Address: 46 AQUA RA DR, JENSEN BEACH, FL 34957 Property Tax ID#: 4511-811-0008-000-7 Lot No.7 Site Plan Name: WINDMILL VILLAGE Block No. A E Project Name: KIERNAN RESIDENCE DETAILED DESCRIPTION OF WORK: REMOVE AND REPLACE (2) IMPACT PGT SINGLE HUNG WINDOWS (NOA#17-0630.05) CONSTRUCTION INFORMATION: Additional work to be performed under this permit–check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction: $ 1,700 Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Peter Kiernan&Paula Kiernan Name: David LaPrade Address:46 Aqua Ra Dr Company:The Glass Professionals City: Jensen Beach State: Address: 3570 SE Dixie Highway Zip Code: 34957 Fax: City: Stuart State:FL Phone No.561-757-0378 Zip Code: 34997 Fax: 772-286-0461 E-Mail:pdw4474@gmaii.com Phone No 772-286-0459 Fill in fee simple Title Holder on next page(if different E-Mail permits.glasspros@gmail.com from the Owner listed above) State or County License 19363 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BE E THE FIRST INSPECTION. IF YOU INTEND TO OBTAllINA CONSULT WITH OUR N TTOR Y BEFORE RECORDING YOURMMEN EME :' Signature n s e/Co ractor as Agent for Owner Signature a ricense H der STATE OF FLORIDA STATE OF FLORIDA OUNTY OF (J�(,'1,4 f) COUNTY OF MCII�ii(1 he for oing instrument was acknowledge before me The fo oing instrument was acknowledged before me ,. is day of lu;w 20 �i by this '� day of 20 l� by a � — {� N 0 1Jav) \ a �� LL. v ame of person making statement. Name of person making statement. -� z o ca 65 66 ersonally Known OR Produced Identification Personally Known v/ OR Produced Identification �' co IJ �- ype of Identification Type of Identification o` 4 z roduced Produced (Signature of Notary Public-State of Florida) (Signature of Notary Public- tate of Florida) Commission No.CiG23gC0� (Seal) Commission No. C-iC�i23L1�- (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.2/7/19 <apGLASS ,t7 - Inc. =RECEIVED PGTSH 5500 19"X27' OPG 2 Unit Next Door (Duplex) OPG 1 PGTSH 5500 19"X 27- i 0 Existing Front Entry Door I I Existing I Carport � I 1 � I I PGT SH5500 NOA#17-0630.05 Project flame: --T Lucie County License No.:19363 Scale:N.T.S. or�� Kiernan Residence !/w 57&u ;1*a4"& lac, 46 Aqua Ra Df. 5570 S.E. Dixie Ilwy Mart, I't $4997 !anion Beach. Ft 34957 � lou foFoiiionaliC� mail.00m Ph: (561) 757-0378 (772) 286-0459. 9 t� 9 MIAMI-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed 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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 Mral�Enaoe Gouty[Y Expiration Date: July 30,2020 Y11/20/0 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519-05) 2. Drawing No. Ml)-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTT"I spacer system and XL Edgelm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. 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, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel ye're4 P.E. Product Contro z iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTuwED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowmimD) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition (2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714-03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 andfiring on 07/3 0/20. Man ere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.1/8"MAX.O.C.{ 215/8' FORARCH-TOP RADIUS-TOP /'� 54"MAX.BUCK WIDTH MAX,O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALLFRAME SEAM 30' 12'MAX. / / WINDOW TYPES) WINDOW TYPES) // S,SEE,�. __ —�MAX.O.C. -(f \^ SHEET 3 52-1/8'MAX.BUCK WIDTH 10'MAX.FROM SEE SHEETS !� 1-1/4" �1 A,SEE —'Tl 12'MAX / FRAME SEAM D,SEE•�,—_ 8&9 y l B,SEE —,--�►-30'MAX.O.C. — �-12"MAX SHEET 3� I FIXED VISIBLE SHEET 4 , 1 SHEET3 LIGHT WIDTH __ B,SEE 30"MAX.O.C. A,SEE -- 12'MAX C,SEE r. Y SHEET3L (� 12'MAX. SHEET3 _ SHEET 4+ 1 I I FIXED _ / + EQUALLY ! I / VISIBLE GHT 17-7I8 MAX.O.C. A. SPACED I SHEET3i EQUALLY I! 17-718°MAX.O.C. ANCHORS PER I j SPACED I / TABLES 9.11 /HEIGHT EQUALLY ! ANCHORS PER 81.78' SPACED I i / 17-7/8'MAX.O.C. I / TABLES 0,11 Q i I MAX, ANCHORS PER Q I / I B4• Q BUCK TABLES 9.11 ! 62' I BUCK 84' MAX MAX HEIGHT HEIGHT 10"MAX.IO.C. BUCK AS SHOWN X !! 10 O.C. BUCK HEIGHT X i Q 1 O.C. X i !\ HEIGHT x! 4 (9�) .__.__ .� L._--- SASH 13.3/4°MAX.O.C. EQUALLY _ / 13-314'MAX.O.C. I L-_--_ ._.—_._ •. EQUALLY ////yyy 13-314'MAX.O.C. EQUALLY //7 _ / —L / VISIBLE 1 SPACED -- - --- SEE + SPACED I / SPACED ! LIGHT ANCHORS PER I JJJ 1 ANCHORS PER ANCHORS PER i SHEETS I TABLES 9-11 I TABLES 9-11 A TABLES 9-11 I HEIGHT A l ! 1 A 8&9 1 1 � I \6-12'MAX. 8-12'MAX. 8-1/2'MAX ,1 NO ANCHORS ATS81 -- _ NO ANCHORS AT SILL _,J NO ANCHORS AT SRL EE SILL WEEP D 1-1/4• B�- 54"MAX.BUCK WIDTH -��NOTCH DTA 3, B�- SASH VISIBLE �NOTC DETAILS, B 54"MAX.BUCK WIDTH -r-f —NOTCH DETAILS, �` NOTCH DETAILS, SEESILLW SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) - 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES......................... 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS......................................................... 1 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONSNS...................2 ' ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................................... B-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...... ..............11 .................... 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12.13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300- CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. eAISI S100-12 as=nP'•fln9 with the Floxin 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER wAISC 360-10 Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM I AL A=ptnrNoco l7' D•�J� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `` Y LYN �,�� R"Isi : c r Da, USER INSTRUCTIONS: : � AcEtvsF M�!l��� UPDATED TO FBC 2017.-JR- minml doproduct F ' 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS 06/06/17 DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '.� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _*; No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN — Descrip8ort: Drawn By: PRESSURE FROM TABLES 48.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �-O:�r1 �` 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 'A G •�(/ N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �O�•.• S TE O (V. T1Ve: Dcto: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i ••,"40RIOP;.• �� (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5 INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ���S ••••• G`�` �PrwoNre�17 "7,,ZONAL E��`` POT NODUMEe,INC. Sertee/Modeh Scab: Sheet: Drawbg No. Rer. NOTE:DESI GN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYP ES(J-CHANNEL.FLANGE, A.LYNN I�ILLER,P.E. ALL RK1trts� avm SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGBOX). P.E1158705 CERT.OF AM.029296 TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) ableDesigPressure Types Options Conflge. Shapes Installation Options that maybe used Type Table p Sheet N (cee Flg B) (see Table 1) (see Fla A) (see Fig C) 5 718•Laminated I.G.:1/8'A Exterior Cap+7116•Air Space+5/16•Laminated;(2)Lites of 118•A Glass with.090•PVB Inlerlayer 4,5 6 6 7/81 Laminated I.G.:118'T Exterior Cap+7/18•Air Space+5/16°Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood CMU-Framesheet 3. -sheet 3,option 1 Equal-Cita, SquerelRect., 7 718'Laminated I.G.:3/16'A Exterior Cap+3/6"Air Space+5116"Laminated;(2)Utes of 1/B'A Glass with.090'PVB Intedayer 4,15 6 Flange 5-16 OrieUProview Arch-Top& Through the frame ....into Concrete/CMU-sheet 3,option 2 8 7/6"Laminated I.O.:3/16•T Exterior Cap+3/8"Air Space+5/16'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (#2) &Cottage Radius Top of the window:.l:. - through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/81 Laminated I.G.:118'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utes of 1/8"H Glass with:090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8•Laminated I.O.:116"T Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lhes of 118"H Glass with.090'SG Intedayer 7 7 Box Equal-Lite, SquarelRect., ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 / Through the frame ....into ConeretelCMU-sheet 3,option 2 11 7/9'Laminated I.G.:3116'A Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 118'H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-10 OdeUProdew Arch-Top 8 g p 12 718'Laminated I.O.:3/16'T Exterior Cap+318'Air Space+5/18"Laminated;(2)Liles of 1/8'H Glass with.090•SG Intedayer 7 ' 7 (94) &Cottage Radius Top of the window...... ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 13 7/6"Laminated I.G.:1/8'A Exterior Cap+5116'Air Space+7/16'Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer B 7 ....into Metal-sheet 3,option 4 14 718°Laminated I.G.:1/8'T Exterior Cap+5/16"Air Space+7116"Laminated;(2)Utes of 3/16'A Glass with.09D'SG Intedayer 8 7 Through the ....into 2X Wood FramelBuckstrip-sheet 4,.option 5 Equalrmie, Arch-Top & integral fin...... ....Into Metal-sheet 4,option 7 16 7/8'Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7/16°Laminated;(2)Utes of 3116'A Glees with.080'SG Intedayer 7 7 "FChannel P #1 5-8 Ori Cottage Radius-Top 8 into 2X Wood Fmme/Buekstd sheet 4, 16 718"Laminated I.G.:3/16"T Exterior Cap+114"Air Space+7/18"Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer 7 7 ( ) 8 Cattega Radius Top Through the frame P- option 6 of the window...... ....Into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Lite, Square/Rect.,integral fin...... Min.Edge Mln. Integral Fin into Metal-sheet 4,option 7 Group Anchor Substrate Distance EmbedmenC THE HVHZABOVE 30'. 5-B OrieVProHew Arch-Top 8 Into 2X Wood Frame/Buckstd sheet 4,option 6 ( ) 8 Cottage Radius-Top Through the frame P- Pti . .Southern Pine(SG=0.55) 7/16" 13/8" of tha window...... ....into Metal-sheet 4,option B #10 SMS Steel,A36• 3/8" 0.050' 'MIN.OF 3 (steel,16-8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "A'=ANNEALED 375' 3/8" 0.050• METAL _ O O "H'=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 13/8' SUBSTRATE. / T=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" •UNGROUTED // BY KU .o90'TR ERICA,INC.SIFOLOPVB Ungrouled CMU,(ASTM 6"90) 2-1/2" 1-1/4' CMU'VALUES j/ BY KURARAY AMERICA,I L& P.T.Southern Pine(51=0.55) 9/16• 1-3/8° MAY BE USED 'SG'=.090"SENTRYGLASO #12 SMS Steel,A36' 318' 0.050' FOR GROUTED — J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,1B-8 S.S. CMU AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 318' 0.0451°(18 Ga.) APPLICATIONS. O O B Aluminum,6063-T5' 3/8' 0.063" EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultrecon P.T.Southern Pine(SG=0.55) 1° 1318° 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1• 1.3/8" FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" ---{BUCK WIDTH[----I BUCK WIDTH BUCK WIDTH I-►— FLANGE BOX OR EQUAL-LEG 1/4°steel Ultrecon Concrete(min.2.85 ksl) 1' 1314' r i C Ungrouted CMU,(ASTM C-90) 2-112' 1-114° i r:- T �� Material Min.Fr Min.F„ 114"steel Creteflex Concrete(min.3.35 ksl) 1• 13/4° T Steel Screw 82 ksi 12o ksi 1/4'steel Ultrecon Concrete(min.2.85 ksl) 2-1/2' 13/4' w w = w T M x cD x 18-8 Screw 60 ksi 95 its( Concrete(min.3.35 ksl) 2-1/2' 13/4" x Y = v w 410 Screw 90 ksi 11D ksi 1/4'steel Creteflex w D Ungrouted CMU,(ASTM -90) 2-1/Y 1-114' m m w m x Eloo Ago Galore 57 ksi 96 ksl 114'steel Aggre�etor Concrete min.3.276 ksi 1-1/Y 13/8 11 + Elco UltraCor� 155 ksi 177 ksi Grouted CMU,(ASTM C-90) 2° 2' 1 -t- 410 SS Elco CreteFlexO 127.4 ksi 189.7 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 6063-T5 Aluminum 16 ksi 22 ksi WINDOW SHAPES AS ABOVEQIR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ksi PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi z%comWyr"s wiihdW FkrrBa Group Anchor Substrata Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Euildmg Code Distance EmbedmenC ACeP°CeNo)7"� E 2-1/Y x.131'Common Nail P.T.Southam Pine(SG=.55) 318° 2-7/16" �.�`�N`(LYNf�M��.,�� 34 BeNskn: xpim nDate 2-112"Ring-ehank Roofing Nall P.T.Southern Pine(SG=.55) 3/8' 2-7/16' ���'C�.'�1GENS�c'•�( ANCHORS RE-GROUPED. M;,, DadnP oducl so- P.T.Southam Pine(SG=.55) 1/2• ZQ �� -JR-06/06/17 #10 Trusshead SMSAluminum,6063-T5* 3/8' 0.050" _*: No.58705 _ (steel,18.8 S.S. _ Steel Stud,Gr.33• 3IB' 0.0451'(18 Ga.) _ Doscripaon: Oman By: or 410 S.S.) _-O 1 F steal,A36' 3/a' 0.050° 6?2 1070TECHNOLOGY DItNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 �p 1 '-�� N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9116" 1-318' THREADS %O,� TE O !t, nBe; Dote: #12 SMS %, F '•F<OR1Op. \_� (&f101800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,806375' 318° 0.063' BEYOND THE ,� s G�� (steel,18-8 S.S. steel stud,Gr.33' 3/B° 0.050• METAL �''7S��NAL vacrwo fsmas Iuc. settee/Nodal: Scofe: sheat: Drowrng we. flat or 410 S.S.) flI ll ALLRIGKreRESERVEO Steel,A3 are° 0.050" A.LYNN ILL�R,P.E. SH-5500 NTS 2OF13 MD-SH5500-01 B P.E.d 58705 CERT.OF AUiH.#28288 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. I EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD 114'MAX SHIM FRAME OR BUCKSTRIP. 16 1/4'MAX SHIM SEE NOTE 2,THIS SHEET. � SASH VISIBLE 17 EMBEDMENT �� 18 LIGHT WIDTH � 0 EDGE EDGE a D 1 a DISTANCE FLANGE FRAME fl DISTANCE SHOWN < 44 BALANCE �� —11/4'MAX TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, - 42 WITH SASH o TYPE, EMBEDMENT AND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE ��(�JQ 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER h / 31 a� DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, ..a D a- - EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. CJD o EXTERIOR 87 �aU ' DISTANCE SHEET 2..SEETABLE2 J FIXED VISIBLE FIXED 19 20 OPT.SASH TOP FLANGE —1 LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME 2 LEG/BOX LIGHT BUCK WIDTHFRAME HEIGHT I FORALLWINDOWS: NOTES: SHOWN I` SHOWN 1 ANCHOR @3.55' HORIZONTAL SECTION A-A 49 1 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36"WIDE: SHEET 2.FOLLOW EMBEOMENTAND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 14 45 48 47 SCREWS@35 FROM END. BE INSTALLATBE USED ONON OPTION SHOWN MAY N ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4•MAX, BOTTOM LOCKS: SHIM p10 OR 1112 STEEL 1/4•MAX. BUCK so 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 TABLE 2, DLA 30 THAN 1-1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS yy 16 DEPICTED AS 2X ARE 1-1R'THICK 86 -7_ USE EITHER OR GREATER.IX AND ZX BUCKS �l Q OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q. INTERIOR 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FHtJD�o LUD�o WEEP LOCATION:6-518' DESIGN AND INSTALLATION IS THE SHOWN FRAME N FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION Il INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCL REVISED 67 OPENING)IS MEASURED FROM �e..plyig with we bTt" 1/4'MAX SHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH Building Cock _ EQUAL-LEGBOX El 11I 1111/ FRAME INTO METAL FRAME INTO METAL �4xcPlwtnll No '��,ry FRAMESHOWN o 1 I// E it, Date - `k Q" ..N /7�/ RevWm .27"X 1.25' NO ANCHORS F :�� Mi—Dado Product qiM WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS = P'• •� N0.58705 W/COVER @ 38 FLANGE OR EACH END. EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-8.1/2" _-D / Des1070 TECHNOLooY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI @ FIXED LITE:BUCK WIDTH-4-318' tlano Om—W. b '•��` �O�'•, OF !V` N.VENICE,FL 34275 Dam HEIGHT(EQUAL-LITE) (�•'•;°<OAID�`.••• \�, (841�48p-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16' ��'/!S`S/O E�G`� C0"FgG 02017 NAL11\���\ PWMUSMES,HC. Seies/ModeC Style: Shaeh pow7ng No. Rer h LYNN MILLER,P.E. ur_we�s RESERVED NTS 3 OF 13 MDSH5500-01 B PRA 58705 CERT.OF AUTH.$29298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE If NOTE 2.THIS SHEET. .BUCKSTRIP.SEE NOTE 2,THIS SHE ANCHORED THROUGH INTEGRAL EMBEDMENTET. FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 i SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE OLS 18 LIGHT WIDTH 17 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. -- -- o (SCREW SHOWN) —4 BALANCE �O EMBEDMENT �1/4'MAX SHIM 42 WITH SASH 1 �aEMBEDMENT EDGE All IQ WEIGHT 54 30 o a� TYP.ANCHOR TYPE, DISTANCE EMBEDME PER SUBSTRATE, 1— 31 O ^ DISTANCE PER SUBSTRATE, I 11 � ��A)1._� SEE TABLE 3,SHEET 2. EXTERIOR ANCHOR TYPE, EMB 18 (NAIL SHOWN) � 87 � INTEGRAL EMBEDMENT AND EDGE 0 FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED t9 20 1 OPT.SASH TOP ,I-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT FORALL WINDOWS: NOTES: SHOWN BUCK WIDTH 1 ANCHOR @ 3.55' i 49 1 48 FROM END AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 83 OVER 36'WIDE: 1/4'OF SHEET 2.FOLLOW EMBEDMENT MAX. DADE APPROVED MULLION.FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADDITIONAL 72 O AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. 0ADD 45 46 47 SCREWS @163/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL (� 1/4'MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8.3/8' USED INTO WOOD AS PER TABLE 2, SMS(435),SEE I 85 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 8 3, D� 3D THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 J— 16 OR BOTTOM y OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q Q 65 '� TESTED UNIT (WHEN USED)SHALL BE DESIGNED a. FIN AND/OR Q 63 TO PROPERLY TRANSFER LOADS INTERIOR 91 31 30 FROM SASH END.LOCATION:M/8' TO THE STRUCTURE.WOOD BUCK n FLANGE R R WEEP OVED j DESIGN AND INSTALLATION IS THE �I II NOTCHESAT 8p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 7 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION B PRODUCT RBVISEO OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL us complying wit61he F]nidn 1/4'MAX ANCHORED THROUGH Building INTEGRAL FIN BEADING TO BEADING. \\11111 INTEGRAL FIN INTO METAL ( ) SCode �OO� SHIM \\\l llll INTEGRAL FINIFLANGE REMOVED Aneptence No 1'7-0(pw.Og FRAME SHOWN o ReVLsfon: L�aatjop Date / 27'X 1.25'WEEPHOLE ` ��?O• \CENy�F �C� BY 38 FROM EACH END. Ad' do P uct VISIBLE LIGHT FORMULAS _* No.58705 TVP.ANCHORTYPE, TI-i . I WIDTH - - EMBEDMENT AND EDGE EDGE DISTANCE Oesafptlon: SOP'^sr. DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-DTH- SEE TABLE 3,SHEET 2. —� EMBEDMENT @FIXED LITE:BUCK WIDTH-4318' %Q STATED .((/ N.1070 VENICE, DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) T N.VENICE,FL 34275 HEIGHT(EQUAL-CITE) �i�C�s •�<ORIDP,.•'G�2�� (gy1}480.1800 nom' �te INSTALLATION OPTION 5 VERTICAL SECTION D-D 13UCKHEIGHT/2-3-15116' S�pNA�EN\�. C0 o�,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1l f I I 1 I 1\ POT INDUSTRIES,INC, Serfaa/ModaF. Srnfs Sheet• Drowfng No. Rev: INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. �t''R1GH7e�$E"� SH-5500 NTS 4OF 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT.OF AUTH.#28286 --�{ 718'NO7/8'NOM. 7/8'NOM. 7/8'NOM. 7/8'NOM. 5/16"A/A PVB5/16"A/A PVB I 5116"A!A PVB I 5116"A/A PVB 5/16'H/H SG 7116"AIR SPACE 7/16"AIRSPACE--\ 318"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS--\ LASS 118"T GLASS--\ 3116"A GLASS 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 6-79 7tF� . , 7&78 79-79 76.79 78-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -►{ 7/8"NOM. �- -�{ 718'NOM. 7/8'NOM, ly- -� 718"NO718'NOM. �+ 5/16"HM SG I 5116"H/H SG I I 5116"H/H SG I 7/16"A/A SG 7/16"A/A SG I I 7/16"AIR SPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS--\ 3116"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76.79 76-7a 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -.{ 718'NOM. 7B'NOM. 7116"A/A SG I 7/16"A/A SG 12'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 114"AIR SPACE 76-79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' GLASS TYPES 5,7, 9.11 13 LA 78-79 76-78 S1 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 301. PRODUCT RBVISED a GLASS TYPE 15 GLASS TYPE 16complying with ft Pla[da $mlding Code q 38 30 111 1 1 1 I r/ AccirutbnN/ 3a. •� D1Y LYNIv7�i Rovraon: O�� `�P��,•'' <,10ENS�c'•%(�� Nli 1 ado Product o .z1}: No.58705 � • '°. GLAZING NOTES: = 7+- 'A"=ANNEALED =-O:� = Deacrfp2fon: Drawn W. TYR GLAZING DETAIL 'H'=HEAT STRENGTHENED =70 �T4 Z ��. �; 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T'=TEMPERED ® �0�'. OP •'..�� N.VENICE,FL 34275 'PVB•=.090•TROSIFOL PVB BY KURARAY AMERICA,INC. (� '•.F[ORIDP,.••' (841}-080.1600 77t1e: Dota: SG'=.090'SENTRYGLAS®BYKURARAYAMERICA,INC. S ..... SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ��''S/DNAL ENG"'\ CWYIPGKF02MY FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 7'101111100 ��D�T�9=p Seriee/ModoL• Scale: Sheet: Drawing No. Rer. A.LYNN MILLER,P.E, SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.Il58705 CERT.OFAUTH.829296 TABLE 6: TABLE 6: TABLE 4: 11m-7yp. ea1=b Soh Design Presaure,lb&W a Deudghnrarghen Sash Wght all"Ty"- Design Pressure.Dtsllt' class TV". Design Pressure,9&212' Ig a,476s R.I.I.l.Nl riwaa®Whd&w pogo M) NArW 6uGC WdIh 6,766 qZ Hrlyd Shwa uPm48 5225 +/-50.0 +65.01-70.0 235 EquiWil. mm +95.0 -7as .65.0 •70.0 Hahn lwNl pin/.laNl Slwdad Caltape 14.617.19.670 .83.0 -70.0 +85.0 •70.0 777 Far 011 Y4Mow Ond base 61Leb M For ell Ndndow6.ash bKe. 0 EquaHita 11.587.11316 +65.0 -740 +65.0 •70.0 SEE TABLE 9,SHEET 8 FOR Sl.ndmd PlonaN 11.377-11.502 +65.0 •7MD +66.0 Jac SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TOW 21617.25288 +65.0 •70.0 +65.0 .70.0 ANCHOR GROUP AND QUANTITY. Slmdwd Ootlape 211a6e-23.516 +650 -70.0 465.0 -70.0 37.375 EgNMOe 17.517.21057 +660 •70.0 +65.0 .70.0 SSudwd PrWw 14.517.17316 +65.0 -70.0 .65.0 40.0 0 c ShMost 11.377-14.518 4610 -70.0 +65.0 Joe TOW 1 27.603-31.011 465.0 -70.0 +66.0 -70.0 Cmlom Slee 26517.27.5& +651)I-740 465.0 MO SuI dad cot 1•0• 21517.26.510 +010 •71.0 +65.0 .70.0 OI� HEADER +4 Equawla 2D.517-23.510 482.1) -Mo +6s.o •740 Q HEADER ShMwd P.A- 17.517-20.516 +05.0 -70.0 .6510 -70.0 23 GU.lomshe 14.517.17.616 +610 -760 .65.0 -70.0 let I� Slodset V14.517-17.516 .14.516 +65.0 .740 4f6,0 •70.0 T.Bo.1 .35A11 +850 40.0 405.0 -70.0 Slwdwd COn.007.31382 165.0 -RO +BS.O -70.0 EpaNd. 7-2BS1B 4610 -7111) +85.0 •70.0MEETING RAIL 48 SWIcard P-iew7-20.sts 4610 .740 +62.0 -740 O MEETING RAIL Cmlom S¢e 7.17.616 +650 .70.0 +65.0 -70.0 ° ca11a1)ske 7-14.518 4810 -740 +65.0 -7110 27 0 Shoual -2.516 4050 .70.0 +05.0 .70.0 TOW 5-37.536 465.0 -TO.D .85.0 .71.0FX7ERgR ° smwdcata3o -37.207 .es.0 -7110 462.0 11111)Eq.Wt. 7-26.516 +e&o •70.0 +85.0 70.0 23 JAMO 23 ��5 7.23.516 +65.0 -740 +65.0 -70.0 JAMB S"sal P.M- 7-20.618 +0&0 4MO .%.0 •740EXTERIDR SASH FJCfERbR SASH rt=e St. 147.17.518 +6&0 4110 +65.0 .70.0 a HEIGHT a HEIGHT C--She 12517-14.519 .610 -740 +65.0 -7110 Shade.l 11.377-12.518 +65.0 -7111) .65.0 -70.0 TJbsl 36517-41.866 +65.0 -MD +SSA •70.0 Slydwd CatleOa 3/.517.36518 +650 -70.0 +65.0 -70.0 23 Eq."* 26517-31.519 +650 -MG 465.0 -70.0 23 ISww"Pnd.w 21517-20.618 +65.0 •70.0 465.0 .70.0 SILL O 82 cwal st. 20517.23.510 .66.0 -70.0 465.0 •70.0 SILL O / �}{III1�'II Gatvn Sk. 17.517.20516 465.0 -70.0 +650 .70.0 CNhadest e 10.517.17.619 +610 .70.0 465.0 -MI LLJJ 0.5-stsa 13.017-14.518 +610 •70.0 464.0 -87.3 (( Q ShNlrsl 11.681-13.1)10 +850 -70.0 +65.0 465 Te11ml 56517.41520 +65.0 .70.0 +65.0 -70.0 0.1-She 36517.38.615 +6&0 •7D.0 465.0 •70.0 Eq.WUs 35517.3a.518 +65.0 •70.0 185.0 .740 75 QwlOnl She 325l7.35.61e +6&0 •70.0 .85.0 •70.0 SECTION DETAIL FOR WINDOWS WITH SmndwdPv4av 20.517.37.516 485.0 .70.0 .65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 0.1-St'. 26517-20.618 +95.0 .741) .05.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slwmt x510-20516 +810 -741) .650 1155 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Eq-w" 36517-41.5&4 +610 •760 +65.0 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ea a=mid she 35817-39.518 +0 .70.0 .65.0 47.3 CONFIGURATIONS) PRODUCT REVISED snrmdP,eww Siete-ansa .e5A s.o -m *86.01) + 0 452 01.78 Tubal --41.00 485.0 -70.D +6.0 48.5 95 MITIPlTing wills the FloridS SEE TABLE 10,SHEET 9 FOR ANC Hp OUP AND QUANTITY. Buiiding Codc "MIN.SASH HEIGHT=WIND YV�U IbMT 61).136 3DcePmDOD N° iv D910 K�IU i Ravhdbn: �Q , i� 3 :•''.........LICENSE•����i ML=i Oda _ NO.58705 NOTES: '- 1 t/.• ® Description: Drawn By: ?� T I� '�; 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O�'. ST TE 0 ((�. N.VENICE,FL 34275 ��FS''•FCORIOP,.•'GR�\ (061}!01).1600 Title: Oct.: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. �i�S/ANAL�N 3�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ',ZONAL 11111111133 Par I s RIESD,WM � ��a; gcpb; 91est: Drvring No. R- ON THE TABLE. A.LYNN MILLER.P.E. ALL RICIMRESEINED SH-5500 NTS 1 6 OF 13 MD-SH5500-01 B P.E.a 58705 CERT.OFAUTH.829296 TABLE 7: TABLE 8: alare7ype 801-tC hg m.m Typo Bmdm assn a %12,1ea16 4eealpknbrghw emh Height DnIgn Pressure,IbnM 13014 0.Bat.m w,9Nar1 58577 Halplt Dolpn Prossun 165th MO.L.wl Rmpo III Wrxiw R•rye(0) vv. v.euek Wldb RBId.Lmel Raep @W[r-dOw Ranpo ON Wlrt yBlek Wldh SN o 3 HdDmslam ePb40 48 52.125 1 54 3 Hd9M snow 19 24 32 11 40 0.6 52125 m 9.5 Egwl-0le 11.384 +70.0 41D.0 +704 -110.0 470.0•110.0 740-110.0 235 EOuatlee 11.394 N0.0-110.0 •70.0-110.0 70.0-110.0 •70.0-110.01-70.0•1110 70.0-110.0 70.0-110.0 •70.0-110.0 Standard Cottage 14617-15.870 +70.0 410.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 St-! Cottepe 14.517.15.870 •70.0•110.0 70.0-110.0 +70.0-110.0 •70.0-110.0 +70.0-110.0 70.0-110.0 70.0-110.0 70.0-110.0 0 EWPft 11.5x1-14.518 +70.0 41D.0 70.0•110.0 .70.0-110.0 +7.0 -1160 28 Egttd4he 11.583-14.518 70.0-110.0 +]0.0-11D.0 •7.0-11x0 •70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 Sledwd Prodow 11.3n-11.582 +70.0-110,0 •70.0 -110.1 •70.0-110.0 •70.0 -1111 =ac12MPradew 11,377.11582 •'70.0-110.0 70.0-110.0 +71X0-110.0 •70.0-110.0 •70.0-110.0 70.0-110.0 •70.0 -770.0 70.0HEADER TNled 23517.25.20 70.0 110,0 704 •110.0 70.0-110.0 70.0 410.0 T.0 t 23.617-25206 70.0-110.0 •70.0 410.0 .70.0-110,0 •70.0•110,0 •70.0-110.0 70.0-110.0 +MD•110.0 •70.0 -110.0 St.nd.d Cottage 24958-23.618 +70.0 410.0 •70.0-11x0 470.0•1110 +Too 410.0 Staloff Catte9e 20.950-23.516 •70.0-110.0 •70.0-11.0 •70.11•110.0 •70.0-110+0 70.0•110.0 70.0-110.0 +7D.1-110.0 170.0-110.0 25 37.375 Egua4ho 17.511-20.957 .70.0-110.0 .70.0-1110 70.0•110,0 +740•10&0 37.375 EOueihe 17.517-20.957 +70.0•11x0 +70.0-110.0 •7D.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0•110.0 70.0•109.0 �1 8brdard Pnw/ew 14.517.17.516 +70.0•110.0 +70.0 •110.0 +70.0 -110.0 +70.0-770.0 S12dard Pr44aW 14617-17516 710-110.0 •70.0-1110 +70.0•110.0 +70.0-110.0 70.0-110.D 70.0•110.0 •70.0-1100 •70.0 sld m 11.377-14.516 .70.0 410.0 +70.0-110.0 +70.0-107.0 +700 -103.0 MOM 11.3n-14.510 +70.0•110.0 •]0.0•110.0 +Tat)-110,0 •70.0•110.0 •70.0•110.0•70.0•110.0 •70.0•107.0 +70.0-103.0 U West 27.03-31.911 .70.0•110.0 •70.01 1-09.0 70.0 -&l0 +740 •90.0 Ta1m1 27,183-31.911 •70.0•110.0 70.0-1110 •70.0 410.0 70.0-110.0 -?Do-110.0 •70.0 -09.0 70.0 -03D •70.0 90.0 O� 0.-sus 26,517-27.582 +70.0-1710 .70.0 010.0 +70.0-nao +MO 410.0 carom see 26.517-27.592 •70.0•110.0 170.0 mo.o 171.0-110,0 70.1-110.0 70.0-110.0 +70.0-110.0 •71.0-110.0 .70.0-110.0 Q Q MEETING RAIL SWdxd Cottage 23.577-20.516 .70.0-nao 70.0-nao 70.0-110.0 +70.0-110.0 St-1.1d C.Upe 23.517-25.S16 •70.0-110.0 +70.0 410.0 70.0-nov 70.0-771.0 7D.0-110.0 •70.0-11x0 +70.0-110.0 70.0-110.0 0 u Eq.Wl 20.517.29.516 +70.0-110.0 +70.0-110.0 +70.0-110.0 +7110 -110.0 K Eaud4tte 206517-23516 •71.0-7701 •70.0-110.0 •70.1-770.1 +70.0 1110.1 •710-11ao 70.0-1140 +70.0-110.0 70.0-110.0 27 8 stardmd PmAew 17.517.20.516 .70.0-110.1 +70.0-110.0 +710 -110.0 .70.0 -110.0 9mdam Prwlew 17.517-2051S +70.1-11D.0 •70.0-110.0 +7a0-110.0 +700•110.0 •70.D-110.0 •700-11D.0 70.0-110.0 70.0 410.0 Cm-she 14,517-17.516 +70.0-110.0 +MA •110.0 70.0 •110.0 +70.0 •110.0 CudOm Se. 14.517.17510 •70.0-110.0 +70.0-110.0 +70.0-110.0 .7a0-110.0 70.0-118.0 70.0-1140 +70.0•110.0 •70.0 1-110.0 FJ(IERICR ShMW 11.377.14.616 170.1)410.0 +70.0-110.0 7D.0•107,0 1+740 1 40.0 surtnt 11.377.14.518 +70.0-110,0 •70.0-170.0 •70.0-110.0 70.0-1740 70.0-110.0 70.0 AMC +70.0-137.0 70.0 1-103.0 7.99981 31.583-35.M +70.0 410.0 +70.0 49.0 +70.0 •93.0 +7aO •W.0 Te11®1 31.03-35.911 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 410.0 •70.0 410.0 +70.0 49.1 70.0 83.0 +70.01 940 sbdard Calage 26.517-31.582 +1010,0.0-7 +78.0•110.0 70.0-110.0 +70.0-110.0 810 COnepe 25.517.31.582 •70.0-110.0 .70.0-110.0 70.0-110.0 70.0 -110.0 70.0-t10.o •m.o-1111 •70.0-110.0 70.0 •110.0 JAMB 25 Egud41te 20.517-25.510 .70.0 1.110.01.70.01-110.0 •70.0-110.0 •10.0 -na0 EgaaF01. z0.617-26.515 -70.01-110.0 .70.0 1-1110 .70.0-110.0 70.0•110.0 7D.0-1t&o +710-1110 •70.1-110.0 70.0-1100 48 sbdwd Pn 17.517-2x518 70.0-110.0 .70.0 1-110.0 +70.0-110.0 +70.0 •1110 40 Blwd Pr.Aaw 17.517.20516 1111 21111 +70.0-110.0 +mo-1111 +70.0-1100 70.0-110.1 70.0-110.0 •70.0-110.0 •70.0•110.0 OtlER10R SASH Cebm She 14.617-17.516 +70,0-110.0 70.0•1100 +70.0-1110 +70.0-na5 mstareha 13.617-17.516 470.0 410.0 •70.0-110.0 +70.0 410.0 70.0-111.0 .70.1 -110.0 70.0-1110 •70.0-1110 •70.0-110.0 a HEIGHT Qeiem sh. 12517.14-518 470.0 -110.0 +70.0•110.0 70.0-110.0 70.0-11aa aaomsee 12517-14516 70.0-110.0 70.0-1110 70.0-110.0 70.0-110.0 •70.0-110.0 70.0-110.0 70.0-110.0 •70.0-110.0 SECTION DETAIL FOR E shw d 71.377.12516 +70.0 410.0 •70.0-110.0 .70.0-110.0 +704 410.0 ahmwt 11.38-12.516 +70.0-110.0 +70.0-11FO 170.0-110.0 •70.0-110.0 +70.0-110.0 70.0 410.0 •70.0 410.0 .70.0 -11a.6 Tdket 33.208.37.6% .70.0 410.0 +70.0 -00.0 +70.0 -03.1 +70.0 40.0 TOW 33.208-37.538 70.0-1110 70.0-110.0 +70.0•110.0 70.0-110.0 .71.0-7111 +70.0 49.0 170.0 -03.0 •70.0 00.0 WINDOWS WITH Shnded Cottage 2x517-932D7 .70.1•7IOA .70'0.110.0 70.0-1100 +70.0 -110-0SLdard Mag. 20.517-33207 70.0-110.0 +70.0-110.0 7.0-110.0 70.D•110.0 •70.0-110.1 •70.0-110.0 •70.0-11D.0 •70.0-110.0 LEVEL R3 REINFORCEMENT 25 Ega"te 23.517.2&516 470,0 410.0 +ma-110.0 70,0 1.110.01+70.0 •nao -y E4usm. 23.617-264518 •70.0-110.0 70.0-110.0 70.0-110.0 .70.0-110.0 •70.0 0100 70.0-11o.0 1 740-110.0 +70.0-10.1 allamsee 20.677-23.576 .m.o-110.0 .m.o.770.0 .70,0-110.0 .m.o•110.0 Cud1)m9e. 20577-23516 70.0-110.0 70.0-110.0 7&D-110.0 •70.0•11&0 70.0-110.0 •70.0-110.0 •70.0-110.0 70.0•111.0 &GLASS TYPES 9-16 2 41)" sawed Pru&W 17.617.20.618 +70.0-110.0 +10.0•110.0 .70.0•110.0 +10.0 -nao 19.825 Stallard Pmdew 17.517-20.515 70.0 410.0 •70.0-110.0 •70.0-110.1 •70.0-110.1 170.0-110.0 •Tao-110.0 •70.0 410.0 +70.0 410.0 (REINFORCEMENTS SHOWN SILL O Cmbm she 14.517-1].616 .m1)-710,0 +10.0-110.0 70.0-110.0 +70.0 -1140 9 r.d-she 14.517-17518 +70.0•110.0 +70.0 410.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 •70.0-110.0 70.D-110.0 +70.0•110.0 IN FIGURES ABOVE APPLY C.-she 12.517.14.51E +mA 410.0 +70.0-nao 170.1 -1111 +70.0-110., MT..sh. 12.517-14516 73.0-110.0 +70.0-110.0 .10.0-110.0 70.0-110.0 +70.0 -110.0 •70.0-110.0 70.0-110.0 70.0-11D.0 TO ALL CONFIGURATIONS) Slvteat 11.377-72518 +70.0-1104 .10.0-110.0 +7D.0-110.0 +700-110.0 Shodnt 11,377.12518 •70.0-110.0 70.0-110.0 •70.0-110.0 70.0-110.0 •70.0-110.0 170.0-110.0 70.0 410.0 700-110.0 T.w 3&517-41.&44 +10.0-110A 470.0-110A +70.0-110.0 +10.0•110.0 TaDrot 36.517-41.644 •70.0•110,0 +70.0-110.0 •10.0•110.0 •70.0-770.0 +70.0-11&0 +70.0-110.D +70.D-7710 •70.0-105.7 stadard Catwe 31.517.38.676 +10.0-110,0 410.0-110.0 +70.0-110.0 +10.0 410.0 Stallard Co9ape 31.517-36518 +70.0 410.0 •70.0-110.0 •700-110.0 •70.0-110.0 •70.0-17x0 +70.0-110.0 70.0-70&5 •70.0-103.0 0 _ EguaWte 2&517-31.510 +mA-110.0 70.0-110.0 +740-110.0 .10.0 410.0 EgmM. 28.517-31518 •70.0-110.0 70.0•110.0 •7&0-110.0 +70,0 AW.0 70.0-1710 •70.0-110.0 70.0•107.9 •70.0-1024 Sbdad Prw46W 23517-28.515 +10.0-11D.0 +70.0-110.0 +70.0•110.0 +10.0 410.0 eladard PfWm 23.517-26518 70.0-110.0 70.0•110.0 7&0-110.0 +70.0-110.0 +70.0•110.0 70.,-110.0 70.0•110.0 70.0-105.2 52 Cusbm She 20.517-0.518 .10.0 -110,0 70.0-110.0 +10.0-1740.10.0-110.0 92 Cudam Stm 20.517.23516 •70.0•7110 70.0-110.0 •70.0•110.0 70.0-110.0 70.0-110.0 70.0 410.0 •70.0-1110 •70.0-707.0 Cullom Sha 17.517-20.516 70.0 -110.0 +70.0-110.0 +70.0 4140 +10.0•110.0 Cudam 960 17.517-20516 •70.0-11D.0 •70.D-11x0 •10.0-110.0 70.0-110.0 +740-170,0 70.0-1110 •70.0•110.0 70.0-109.8 Cullom See 74.617-17.670 410,0-110,0 410.0•110.0 +740-1140 +70.0-1100 CudOm 911.8 14.577.77515 70.0-110.0 70.0 •710.0 •10.0-110.0 •70.0-7011.0 •]40-1028 70.0-100.5 •10.0-010.5 740-100.5 Qnlorll See 13.017-74.518 +10.0-110.0 +10.0•110.0 +700-1110 •70.0•110.0 Culam etre 13017.16518 70.0-770.1 •70.0•110.0 •740-10&2 •'7ao-101.7 •10.0 47.1 •70.0 4/.{ -70.0144.4 •70.0 94.6 Srode{t 11.884.19.016 +10.0-110.0 •10.0•710.0 .70.0-710.0 +70.0-170.0 960.9851 11.864-13,016 70,0•110.0 •70.0-710.0 •70.0•1028 •70.0 81.0 aaD 633 •70.0 40,7 70.0 40.0 70,0 40.0 Tallest 3&51]-41.844 410,0-110.0 +10.0•710.0 .M.111&0 +10.0 -110.0 Tdlasl 3&577-41.644 •70.0•110.0 •70.0-110.0 +10.0-110.0 N40-1110 •70.0-110.0 •70.0•110.0 •70.0-107.5 70.0 18.0 Cudomsee 3&517-39.516 +m.a-110.0 +70.0•110.0 70.0-110.0 70.0-110.0 Cudomeha 3&517-39578 70.0•170.0 •70.0-110.0 .70.0-110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 70.0-101.7 •70.0 -0&3 Egm"te 35.617.38.516 70.0-110.0 +m.0•110.0 470.0•110.0 .10.0 410.0 Eq.441. 35.517-38516 70.0-110.0 •70.0 •110.0 - .0-110.0 740-110.0 •70.0-110.0 70.0 410.0 70.0 400.4 710 490 75 Ctrs 0 She 32517.35.516 •10.0 410.0 470.0-110.0 +70.0 4IM0 +70.0 410.0 75 L 4..!]h. 32517-35516 710-110.0 •70.0 -110.01-70.0-110.0 70.0-110.0 +70.0-1100 70.0•nao 70.0-100.7 70.0 95.2 StedarO PmNew ffi517.32518 +10.0 41D.0 70.0-110.0 470.D-110.0 .10.0 -110.0 Startrd Prol.w 2&517-32516 •70.0-110.0 •7D.0 -110.0 •70.0•110.0 70.0-110.0 70.0-170.0 •70.0•109.8 •70.0-101.6 •70.0 6&1 C.-She 2&517.29,515 .10.0-110,0 .10.0 -110.0 470.0-110.0 +70.0 -11&0 Cusomsea 28.517-29.516 70,0•1105 •70.0 410.0 •10.0-707.8 70.0-7021 •70.0 99.9 •70,0 48.4 •10.0 -08.4 N0.0 -0d.! Shodest 29516.26.516 +m,0-110.0 +70.0•110.0 70.0•110.0 +10,0 4110.. Shadeal 25.616-26.610 +70.0-110.0 70.0 410.0 +70.0-704.6 •Tae 49.1 +70.0 45.4 70.D 924 •70.0 -02d 70.0 926 EW"I. 3&517.41.840 470.0-110,0 +70.0•11a0 +70.0•110.0 +7a0-110.0 Ewu1411. 3x517-41.644 •70.0-110.0 •70.0 •710.0 •10.0-110.0 70.0•1100 •10.0-110.0 •70.0•109.8 •70.0 -06.T •70.0 41.1 GLASSTYPES 9 THROUGH as Coto•,she 59617-3x518 +ma-110+0 410.0-1101) 70.0-nao +100-1140 ea cudamsl:a 31517-38.5717 70.0-110,0 71.0-112.,6 •70.0-toze 71.1-w24 -71.0 -0e.a •70.0 48.4 71.1 4e.4 70.0 4te '16 MAY NOT BE USED WITH stadardPnaNew 93919-59519 +70.0-110.0 *70.0-110.0 470.0-110.0 +Tao-nao BladaraProAew 33.916-35676 •70.0-110,0 +70.0-110.1 •71.1•1125 +70.0 -07.0 70.0 -033 •71.3 -0,.1 +710 40.0 •70.0 40.0 ,1-CHANNEL PRODUCT REVISED 91ae idled --41.344 +10.0-110,0 .m.o-770.0 70.0-nao +7a0 -1100 91.79 Tdlmi ••41.644 •70.0-110.0 70.0-110.1 740-1028 700 07.0 70.0 033 70.0 -01.1 70.0 00.0 70.0 60.0 •FIN FRAMES as complying with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT 50.136 A74110 1c�Pwna1 No •fJ'_ Y LY . RSyrargn: E00 D as Tf�� pN NN21j •,..... .. By v10E4F'•.�( tv8mui ode Product Q>r1tr0{ *: N0.58705 NOTES: _ *- W. 0.r; 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2 /.=[(/ N.VENICE,FL 34276 ���•. STA O 40 7708: Dab: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. i� •'•:`,1ORIDP.••'•\ (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /DI/INAL 11EPoi cm'us7Rks�wC. �7; Suet: Omw7np No. Rev: ON THE TABLE. A LYN1I i1�I�LER,P.E. ALL Rl61Ra RESERVED P.E.q 56705 CERT.OF AUTK 925298 SH-5500 NTS 7 OF 13 M n-SH5500-01 B :.ao©0000®oaf 000©oo©©©©©ccc111111111©©©10©©©©©10©m1©©mo©©moomooc�0 0Ion a m000a00000000000000000000000000000000000000 _ ccciccam111ccc11111m11©©©©10©©©©©uo©©©©©10©©uoom000 � 0me iffi0mmaMacal a 000000000a000000000000000000000000000m ccc1cc11111coc1o11111all 1111©10©©©©©uo©©©©100©0000m0000lm..� 1©©1111©11111111111©11111111111111111111111111111©©,m ccc1cc11111coo©©©©©©©11©©©uo©©©©©10©©©©©10©©1001000 moo ©©©©©©©©©©©©©©©©©©1©111©©©©©©©©©©©©©©©©©©©m1©©©©©©© 11111imm. 1o1umool000©©©©©©©©©©©©©11©©©©©©©©©10©©uoo©0000��� !lima ©©©10©©©©©mol©cool000 ��1111ccc1111111©c11111©1v©11101111111001111111110 .. ccc1cc11111ccc01111u01©©©©uo©©©quo©©©©©10©©1oo©coo�0� I11a© © ©©©©©©©©©©©©©0000000001Mm 00000000000©©©u ©©©©m © 10uu©11©©©© ©mumu©©©©©©©©©©© �- 000000000000000000000c000000000000a0000000000000000 occ1cc10001ccc11111m11111u1o1111uuo111m11ouu1o01o00�� 111111111111111111111111111111111111111111111111111 ooe©cc100©©000©1111©©1111muo1011mmo111mmmoluuoo10o0��. : c11c01111co11m11111c111um011m1u1011mmmu101u111um1u10 - = •-- 111111111111111©1111©©©©©©©©©©©©01©©©©©©©©©©©©0000© :. ccc1cc11111coc11111111©00110111111o11mm11o111oomoo0 �_ • c11c01111co1uuuu1u1c1111uam11uuu110m1mm101m1m111uuu 1111©©©©©©©x1111©00001111111©©11111111111©111©©©©©1m ccc1ao1111uccc11111m11111uuo0111uuo111111o1muoo10o0 �� - - c01c00001ccm1mu1100cuuumu000111m010111m00vu111oo00©� . 1111111111u111111111111111111111111111111111111111©m ccc1cc11o11ccc11111m111111uo©11©uuo111m1mculuool0000��. 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No.58705 .035' -��-} .026" -yam'} V AATE Z� ® Deseriptlon: Drawn By: I I "jDI�- ' �� 1070 TECHNOLOGY DRP WINDOW EXTRUSIONS J ROSOWSKI LAM]IG EXTRUDED ROLLED 0 F �• 72 80 81 ' 'C•'• �1 N.VENICE,FL 34275 BEADING SCREEN FRAME SCREEN FRAME •••',�ORIDp,.•'• S `G�`.` (sa1}aso 7soD nue: Dole: ZONAL ONS% �„a„�o�17 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ",11111100\ vorern119TRIE8.INM ArLRKaWSRE5ERWO SeiVes/Model: Scale: Shuotr Orawinp No. Ray. A.LYNN MILLER.P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P. 58705 CERT.OF AUTH.#29996 SILICONE HOT-MELT BUM TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTURAL 1/4'NOM. FOAM 3118"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jam - anne PVC 45 720197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Znc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X116OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill-.l-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SH/DH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS SPACERS NXT'm 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stcp/Screw Corer PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 All 57 420186 Plastic'nit Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Intedock Cover PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Piwt Bar Comer Key PVC 5/16"NOM. SELL 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 PIwt Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 All 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6D63 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEE 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 7834FPT #8x 314"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 778588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190'x.300"Foam Bulb Flex PVC 72 720135 Lam!I.G.Bead PVC 32 61719 Weatherstrip,.187'x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS i 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block p/8"x 1"x 1/8"),85�/-5 dura. EPDM DURASEAL® XL EDGE n' 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e 7e 36 1 78X3THPX 1#8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 1 71669SP I Meeting Rail Screw Support Plate 6063 T6 All 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 1 720210 lWeep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 4o 720)X)00( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS85 7CASPM nsion Spring SS 42 Spiral Balance 86 61816(48 TeScreen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 616351616141.140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-114'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCTREVISED es mmplyim with rh¢Ftttida Cde 76 Kommeding 4SG TPS Spacer System Eu 1ain8 w 77 Quanex Super Spacer nM with Hot Melt Butyl See this I I1�t 1 r 1 �cttptaco rw�7-DIP30.� for .�� 7 Revielen: EXp3�nDt. - Sheet � 578 Quanex Duraseal Spacer �`ONYLyN� i�� y ll�f[[ 2400,Materials a�'. I ICEN$F•,((79 Cardinal XL Edge Spacer , .� Ern REFERENCE TEST REPORTS:FTL-8717,8968&8970 _*; No.58705 = Orarn W. * .0� �2 (��� 1079 TECHNOLOGYDRNE BILrpL�m.OF MATERIAL(BOM) J ROSOWSKI (7�•., STATE OF ,'�W N.VENICE,FL 34275 m#e. Daft., ' (� '•.;°(ORIDP,.••' , fs4+?48a+cora SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �'sS70NAL Sr, `\\ owomn 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 7jrr 1 I 1 1 1111 1 ALL s1eMy�E *"dlYodl Seat: Sheet: Worfnq No. Rev: 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. S H-5500 NTS 12 O F 13 M D-S H5500-01 B P.Et158765 CERT.OF Al1TH.829298 OPT.SWEEP LOCK 46 f 48 OPT.AUTO LOCK 47 20 i 67 OR 58 48 O 51 OR 52 p � ° f OPT.PULL RAIL f 22 82 OR 19 INTERLOCK& �f ' COVER • O 1 35 86 BEVELED MITERED FRAME NTH t 21 INTERLOCK •' INTERIOR AND EXTERIOR 16 I 0 8 COVER FRAME WELDS O 18 \ 64 72 X4 16 72 X4 59 � N.SCREEN ORS 14 Pcr+Es�O --------- \•.,49 60 OPT.PULL HANDLE O d 64 WITH LATCH DETAILS 841 R CONSTANT FORCE :,d �\/ 16 OOR 83 BALANCE `��• dY/ ------ 42 43 SPIRAL'BALANCE OPT.PULL 40 OR 43 HANDLE - p 63 16 MITERED FRAME WITH \ SASH INTERIOR AND EXTERIOR ���fff 37 ASSEMBLY � ME WELDS ss 3g DETAILS ��;•. ///��� EXTERtilt OR "� 53 •,\ -------------- AITAChE 1 ?RODUCTREVISED 5 ., '� as wmptyiug xdtit[Ii:Florida -�._ALAMCE ABuilding t m ria FRAME -�� - ------•-------------•--•--------__:. \ Etc gtiou pate to, ASSEMBLY �\ ��pNY LYN�y A��II'� Revision: By r fL $p DETAILS : sF'•.! 1 doP oduct Co No.58705 `\ \ =-a io * ® Description: Div-By: EXTERIOR 1. a:31070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: �••-,\ ir.'L2. <[/ N.VENICE•FL 34275 .. _p �/ 7111.: Date: (� .(pR�pp•• (ea1}48o-lsoo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �i S G��� 2)J-CHANNEL FRAME SHOWN.PARTS#1&5.OTHER FRAME TYPES APPLY. ���Sj 91'V1AIL1 0\0"' POTw�o INC. Sarim/bfodah scale: Sheep Drmdny No. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A LYNN MII.LER�P.E AMRI(Wf9 PEst7tvt� 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. p.E.#58705 CERT.OF AUTH.#29298 SH-5500 NTS 130F 13 MD-SH5500-01 B