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1830 OCEAN GROVE DR RES23-0274 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: SUTTON CRAIG MITCHELL SR 9027 ATLANTIC BLVD JACKSONVILLE FL 32211 COMPANY:ADDRESS:CITY:STATE:ZIP: A TO Z REMODELING & HOME REPAIR INC 505 FOURTH ST ST AUGUSTINE FL 32084 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169624 0000 OCEAN GROVE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1830 OCEAN GROVE DR RESIDENTIAL WINDOWS/DOORS 1830 & 1832 DUPLEX - WINDOWS AND DOORS $13220.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $120.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.70 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/22/2023 PERMIT NUMBER RES23-0274 ISSUED: 12/22/2023 EXPIRES: 6/19/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $184.70 2 of 2Issued Date: 12/22/2023 PERMIT NUMBER RES23-0274 ISSUED: 12/22/2023 EXPIRES: 6/19/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L.44,-,. BUILDING PERMIT APPLICATION 2., r ' FOR INTERNAL OFFICE USE ONLY t City of Atlantic Beach Building Department I1PERMIT# "CSZ3—O L i 800 Seminole Road, Atlantic Beach, FL 32233 ALL information required to process Ph}o/n 904) 247-5826 Email: Building-Dept@coab.us Job Address 1830-tee Grove Dr Atlantic Beach RE# ) Co962 7Z{ -000( Legal Description 20-20 09-2S-29E ocean groveunit 2 lot 30 1. U -. 1 K Valuation of Work(Replacement Cost) 13,220.00 Heated/Cooled SF 2160 Non-Heated/Cooled SF 2252 Class of Work: New Addition Alteration Repair Move ['Demo Pool Z Window/Door Use of existing/proposed structure(s): Commercial EResidential • If existing structure, is a fire sprinkler system installed?:Yes El No Will tree(s) be removed in association with proposed project? Yes (Must submit separate Tree Removal Permit) E No Describe in detail the type of work to be performed: Replace all windows and 2 entry doors Florida Product Approval# For multiple products use Product Approval Information Sheet) Property Owner Information Name Craig Sutton Phone 904-591-2161 Address 9027 Atlantic Blvd City Jacksonville State Fl Zip 32211 Email Craig@fishingnosars.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company A toZ remodeling and home repair Phone 904-813-6192 Address 505 Fourth Street City St Augustine State FL Zip 32084 Qualifying Agent M. c,4,,.i ..-- S N' //04,ciuN State Certification/Registration# C r , (2.S 2/ 71 4 Email remodelingatoz@gmail.com Job Site Contact Number 904-571- 2752 Worker's Compensation Insurer OR Exempt El Expiration Date 2/11/2024 Architect's Name Email Phone Engineer's Name Email Phone Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this city/county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE SITE OF THE IMPROVEMENT BEFORE THE FIRST INSPECT!•N. IF Ye - INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN OR 'Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ignature of Owner or Agent) Signature of Contractor) Signed and sworn to ffirmed) • o e me this day of Signed and sworn to(or affirmed) before me this I _) day of eCe y L r)c"c, b //i3,-_dil S>,eu ..J..'.WI .w Signature • Notary A _Signature of Notaryor-I '..ersonally Kno. r .• .!l• •`,=[Ccirrefi52 1 1g fication Personally Known OR [ ] Produced Ide ation Ex iresA ril 262024TypeofIdentificatio.. -t:p F°`• :„P., p , Type of Identification: iiiiw, TONI GINDLESPERGER t MY COMMISSION#HH 407122 nT. OFF''? i-. EXPIRES:October 6,2027 JOB COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) au- Project Address: 56 OG/.--on' Gry " t) I,- Permit#: Owner/Project Name: C k fr- y 5 " ' A As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging ZJa 5 r f 1-0 5,N rti JJ ock p(,7 S)43/i, t4 FC / I 3 Y 7.,5--- 2. 5--- 2.Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider S'//y 0Alt 6 p C-4)v 5 (4-104- 57 2 q, B c i 3. Casement 4. Double hung 5 /J,D! to N C5-do D // ft 576 '7, /3 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 06/21/21 JOB COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Contractor Name (Print Name):A604) Ad O d Contractor Signature: Company Name: A A 2 €1/1-00 2/d-46 fp,A SG• Mailing Address: _c05 F7)t)s 7lt City: SI- A C oS`Tie•Z. State: fL Zip Code: 2 O B Telephone Number: 9(-k/ -0 3- 6 19 Z E-mail Address: eE,,, U A-7-4' Z C604n Cell Phone Number: — S-«-er,/. Z Fax Number: Page 4 of 4 Updated 06/21/21 JOB COPY ii! LANSING U.. PATIO & POOL ENCLOSURES 12740 Kenan Drive • Building 500, Suite 100 • Jacksonville, FL 32258 Office: (904) 519-1227 or (888) 798-4695 • Fax: (904) 288-8027 i n *III al i 1111 all, , s 1 1 ei owU . NM 5, L joit/l' 1 pv,;,,- 0,0.7I II,1111! 1160010r11111116h.... 4 az r- i i M 45' 4:fir:::, , 1-'.. "1----7-:. 0 g 1 ' 1 ( I I L 1qxaz,-- i1 i--1 i 4-f 1501 r Now Offering a Full Line of Quality ELITEPHIFERPoolandPatioEnclosureProducts. ALUMINUM INCORPORATED www.lansingbp.com CORPORATION JOB COPY REV. REVISIONS: REVISED 8Y: DATE: MODEL DESIGNATION:Simonton Double Hung Series 43-40/43-45 Vinyl Window Yx55` Ir 5/y,' 3/04/2021A. x y.,.Fpr LUCAS A. TURNER, P.E. 4 ADDED MIN.EDGE DIST.NOTE. B.J.S. ON1W15 Lucas Turner oc ' FL PE # 58201 ADOEDPAGE2.ALL SUBSTRATES AND AAMA800MAXIMUMOVERALLNOMINALSIZE: See Size Chart TURNER ENGINEERING & 5 NOTES 15&16.LMH 01DW1T 2021.03.04 No.se2ol izt DESIGN PRESSURE RATING: See Size Chart A z*Z W CONSULTING, INC. 6 UPDATED SIZE CHART. LMH 2/01/ 17 1 0'55:1 1 COA # 29779) 7 ADDED DP25 TO SIZE CHART LMH 09/ 25/19OTA1ca '`' 2428 OLD NATCHEZ TRACEUSABLECONFIGURATIONS: X 0600' a\_ o"p ..1,17:--i!` TRAIL, CAMDEN, TN 38320 8 UPDATEDT07TMEDITON(202D)FBC LMH avodrzl X NIA 111`•PH. 941-380-1574 GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness through which the anchor screw penetrates is a minimum of 0.142". p Mr SIZE CHART6 OVERALL SIZE DP RATINGWIDTHHEIGHT SUBSTRATE BY OTHERS a SILICONE CAULK 1/V H” SEE NOTES 15&16. 46" 64" ±25 PSF SHEET 2 36" 72" ±30 PSF SILICONE CAULK J`rIIIilliPi SEE NOTES 15& 16,SHEET 2 44" 63" p 48" 80" ±35 PSF I 1/4"MAX.SHIM yr X 52" 71" INTERIOR 36" 63"SASH TRACK 44" 63" ± 45 PSF 1 HEAD Iw i5/ m32"32" 82' ±50 PSF 36" 74"MIN.EMBED., Iri SEE TABLE 1,SHEET 2 ceL.1II SILICONE CAULKOr., jl SUBSTRATE SEE NOTES 15 6 16. i BY OTHERS SHEET 2 EXTERIOR t 1/4"MAX.SHIM SASH TRACK SILICONE CAULK INSTALLATION FASTENERS 1/4'MAX SHIM SILICONE CAULK -"all III SEE NOTES 16&17 SEE TABLE 1,SHEET 2 SEE NOTES 18&17 -- SHEET 2 1 SHEET 2 I A SEE TABLE OE SHEET 2 I11o INA—. SUBSTRATES BY OTHERS r II.1111111JJ1 Al..t - I SILL SILICONE CAULK SEE NOTES 15&16,SHEET 2 Q O JAMB W"MAX.OVERALL FRAME WIDTH 3 MATERIAL: SIZE DRAWING NO.: REQ DISCLOSURE STATEMENT RMS FINISH: Dimensional Tolerances 0 SIMON TON' B IN0434 8 WINDOWS DRAWN BY: DATE:This document is the property of Simonton Windows,which retains all proprietary EXCEPT AS NOTED, Unless Otherwise Specified T.D. D. 08/16/08andotherrightsIoMsubjectmatter.Thh document Is provided to the recipient ALLOY 8 TEMPER: I Cochrane Avenue CHECKED BY: DATE:on he expressed condition that it is not to be disclosed.reproduced In whole or Pennsboro,WV 26415pad.nor used In conjunction with the design.manufacture a repair of goods for WEIGHT'. VOLUME'.Decimals Angles anyone other than Simonton Windows without its consent Thioreaafc5on does SCALE: SHEET: APPRV'DBY DATE: not limit the recipient'srights to udlbe Information contained In this document a SURFACE AREA; PERIMETER'. X r 03 FIT 1012 which is properly obtained from other source.XX 2 01 01 30 min SERIES: FINISH TREATMENT: XXX n 005 43- 40/ 43-45 DOUBLE HUNG TITLE FILE:FLO 5167 1X BUCK INSTALLATION JOB COPY MODEL DESIGNATION:Simonton Double Hung Series 43-17 Vinyl Window tttllllrrrr s\ Vswr 3/04/2021 q ! LUCAS A. TURNER, P.E. MAXIMUM OVERALL NOMINAL SIZE: See Size Chart FL PE # 58201if:, No 58201 \e_ TURNER ENGINEERING & DESIGN PRESSURE RATING: See Size Chart Ai Z*Z I CONSULTING, INC. STATE Of ; (COA # 29779) USABLE CONFIGURATIONS: X f,b;.` 2428 OLD NATCHEZ TRACE X ib NALi\ ' TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness through which the anchor screw penetrates is a minimum of 0.142". TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE.DISTANCE A CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1- 1/2" 1 1/8" B HOLLOW OR GROUT—FILLED CMU 3/16" ITW TAPCON 1" 2"ASTM C90) (117 PCF MIN,) / C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 3/4"G=0.55) D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4"G=0.55) E 16 GAUGE (0.060") MIN. STEEL #10-16 ITW TEKS FULL THREAD 1/2"STUD 33KSI YIELD MIN. SELF—DRILLING SCREW F 1/8 ALUM. 6063—T5 MIN. OR #10 GRADE 5 SELF—TAPPING/ FULL THREAD 1/2"1/8" STEEL 36 KSI MIN. DRILLING SCREW NOTES. I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. FOR ANCHORAGE REQUIREMENTS IN VARIOUS SUBSTRATES SEE TABLE I. A MINIMUM DISTANCE OF 3' SHALL BE MAINTAINED BETWEEN ANY TWO INSTALLATION FASTENERS. 3. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. 4. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN I-1/2" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 6. WOOD OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS. BY OTHERS. SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 7. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES. ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. 8. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 9. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 10, SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND IS THE RESPONSIBILITY OF OTHERS. II. GLAZING SHALL COMPLY WITH ASTM E 1300. 12. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 13. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 14. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS D2310.01-501-47, C3526.01-50I-47 AND C3522.01-50I-47 BY ARCHITECTURAL TESTING, INC - SPRINGDALE, PA AND 05630.01-109-47 AND C2276.01-109-47 BY ARCHITECTURAL TESTING, INC - YORK, PA. 15. DESIGNATION "X' IS FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL 16. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. FOR MORE DETAILS VISIT SIMONTON.COM. 17. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN I/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. MATERIAL: SIZE:DRAWING NO: RES RMS FINISH DiTSIMONTON' B IN0434 8DISCLOSURESTATEMENTDimensionalTolerances s DRAWN BY: DATEThisdocumentisthepropertyofSimontonWindows.which retains at proprietary EXCEPT AS NOTED Unless Otherwise Specked LMH 03/09/11 and other rights to Its 5115e01 matter.This document Is provided to the recipient ALLOY 8 TEMPER: I Cochrane Avenue CHECKED BY: DATE:on the expressed condition that It is not to bedisclosed reproduced in whole or Pcnnsbpm.WV 26415PartnorusedInconiuncionwiththedesign,manufacture or weir of goods for WEIGHT: VOLUME'Decimals Angles anyone other than Simonton Windows without Its conssent.nt Tek restriction does SCALE: SHEET: APPRYD BY'. DATE: no:limit the recipient's rights to utilize information contained In this document X _03 FIT 2 of 2 SURFACE AREA: PERIMETER: X f 01 0°30 min.hichwis properly obtained from another source. SERIES: 43-40143-45 DOUBLE HUNGFINISHTREATMENT: X 3.005 TITLE: FILE:FL 5187 1X BUCK INSTALLATION JOB COPY REV. REVISIONS: REVISED BY: DATE: vltluArlrbfr, 2/15/2021 M: ttipDEL DESIGNATION: Simonton Horizontal Slider Series 07-09 / 07-10 / 07-20 / 07-75 Vinyl Window wee ''5 LUCAS A. TURNER, P.E. 7 UPDATED PER NEW TESTING. T.D.D. 03/19/14 Lucas Turner * a FL PE 1158201 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart No 58201 * TURNER ENGINEERING & 8 ADDED MIN.EDGE DIST.NOTE. B.J.S. 06/19/15 2021.03.03 =1 BL= CONSULTING, INC. ADDED NOTES 14&1S- AAMA 800,A ztz W. 9 UM 12/08/16DESIGNPRESSURERATING:See Size Chart 14:01:39 x COA 29779) SUBSTRATES AND UPDATED SIZE CHART 06' 00' IMAMOf 2428 OLD NATCHEZ TRACE 10 ADDED SIZE/DP20 TO SIZE CHART. UM 10/17/ 18tome- .s.;1'TRAIL, CAMDEN, TN 38320USABLECONFIGURATIONS: XX, OX, or XO ffgrMTtS° PH. 941-380-1574 11 UDPATED TO 7TH EDITION(2020)FBC LMH 02/15/21 GENERAL DESCRIPTION: The head, sill, and side jambs ore extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". MIN. EMBED. SEE TABLE 1 SILICONE CAULK SUBSTRATES BY OTHERS SUBSTRATES BY OTHERS SEE NOTES 15 & 16 SILICONE CAULK 1/4" MAX. SHIM SEE NOTES 15&16 r INSTALLATION FASTENERS , a x 11.1.11.1.111 I_IL SILICONE CAULK SEE TABLE 1 v—_I f 'E r j 1 11116LYIDiP SEE NOTES 15 & 16 I 1 11111 Al h..., MIN. EDGE DIST.,1/4" MAX. SHIM SEE TABLE 1 mos 1 p ,I i SILICONE CAULK V O s- • SEE NOTES 15 & 16 1 HEAD r '7IPr Co JAMB J srv,0. 1/4" MAX. SHIM SILICONE CAULK 1-I' SILICONE CAULK SEE NOTES 15&18 SEE NOTES 15& 16 o SUBSTRATES BY OTHERS X C SILL Xa NOTES: j in s I.THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ,AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. 3.ANCHOR TYPE,SIZE,SPACING.EMBEDMENT,AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS.USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE.A MINIMUM CENTER-TO-CENTER SPACING OF 3'SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION. a 4.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN I- I/2'THICK,EMBEDMENT W"MAX. OVERALL FRAME WIDTH SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO MASONRY SUBSTRATE.WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5.WOOD OR MASONRY OPENINGS.BUCKS,AND BUCK FASTENERS,BY OTHERS,SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SIZE CHART 6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS.BUILDING CODES.ORDINANCES.OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,BUILDING OWNER,OR CONTRACTOR. OVERALL SIZE DP RATING 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16'EXIST BETWEEN OPENING AND FRAME.MAX.SHIM STACK IS I/4'. SHIMS SHALL BE LOAD-BEARING ANDWIDTHHEIGHTCAPABLEOFTRANSFERRINGLOADSTOTHESUBSTRATE. W" "H" 8.WHEN USED IN AREAS REQUIRING IMPACT PROTECTION.THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 72" 63" 9.SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING 78" 72" ±20 PSF INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND IS THE RESPONSIBILITY OF OTHERS. 10. GLAZING SHALL COMPLY WITH ASTM E 1300. 96" 65" II. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. 78" 63" ±25 PSF ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 12. A WIND LOAD DURATION FACTOR CO=1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 73" 51" ±50 PSF 13.PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS ARCHITECTURAL TESTING,INC.C7752.01-109-47-RO.C9010.01-501-47-RO,C9006.01-501-47-RO 63" 48" ±55 PSF AND 02299.01-501-47. 14. DESIGNATION'X"IS FOR OPERABLE PANEL AND"0"IS FOR FIXED PANEL TABLE 1: INSTALLATION FASTENERS TABLE IS.USE 100%PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I-SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS.FOR ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE MORE DETAILS VISIT SIMONTON.COM.DISTANCE 16. USE A BACKER ROD ON ALL JOINTS>3/ 4"DEEP AND/OR WIDER THAN I/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8"DEEP.A CONCRETE (2 KSI MIN.)3/16" 1TW TAPCON 1-1/2" 1- 1/8" HOLLOW OR GROUT-FILLED CMU MATERIAL: SIZE: AWING NO.: REVB3/16" ITW TAPCON 1"2" DISCI(KURE STATEMENT117PCFMIN.) This document is the property of Simonton Windows,which RMS FINISH: Dimensional Tolerances SIMONTON' B IN0259 11 2X MIN. SOUTHERN PINE WOOD W I N D O W S DRAM BY: DATE:C 3/16" ITW TAPCON 1-3/8" 7/6" retsina all proprietary and other rights to its subject matter. Ey p7 As xaim Unleae Otherwise Specified T.D. D. ,. 06/10/08G=0.55) This document is provided to the recipient on the expressed ALLOY Zr WI ER: 1 Cochrane Avenue CHECKED BY:DATE: D 2x MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8" condition that it is not to be disclosed.reproduced In whole or Pennshoro,WV 26415G=0.55) part,nor used in conjunction with the design.monu/octure or WEIGHT: VOLUME: Decimals Angles 16 GAUGE (0.060") MIN. STEEL #10-16 ITW TEKS repair of goods for anyone other then Simonton windows SCALE: SHEET: APPRV'D BY: DATE:E STUD 33KSI YIELD MIN. SELF-DRILLING SCREW FULL THREAD 1/2" without its consent. This restriction does not limit theFIT 1 of ISURFACEAREA: PERIMETtR: 0 t .03 1/8 ALUM. 6063-T5 MIN. OR ' #10 GRADE 5 SELF-TAPPING/ recipient's rights to utilize information contained in this XX t .01 0' 30 min. SERIES:F 1/8" STEEL 36 KSI MIN.DRILLING SCREW FULL THREAD 1/2"d«umenl which is properly obtained horn another source. XXX t .005 07- 09/07-10/07- 20/07-75 HORIZONTAL SLIDERFINISHTREATMENT: TITLE: FILE:FL 5179 10 BUCK INSTALLATION JOB COPY REV. REVISIONS: REVISED BY: DATE: MODEL DESIGNATION: Simonton Horizontal Slider Series 07-09 07-10 07-20 07-75 VinylNOP.E. SEAL REQUIRED t. Window INSTALLATION SUPPORTED 8 UPDATED NOTES AND CALLOUTS. T.O.D. 03/ 20/14 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY AAMA TEST REPORTS 9 ADDED MIN. EDGE DISTANCE TO NOTES GSM 06/16/ 15 10 ADDED NOTES 13&14— AAMA 800 and LMH 12/13/ 16DESIGNPRESSURERATING:See Size Chart UPDATED SIZE CHART 2% WOOD BUCK 11 ADDED SIZE/DP20 TO SIZE CHART. LAIN 10/18/ 18 USABLE CONFIGURATIONS: XX, OX, or XO SILICONE CAULK 11101.11'-441/1 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness SILICONE CAULK through which the anchor screw penetrates is a minimum of 0.070". galling-. le_'_UI 1/8" MAX. SHIM s,AB'J't i J(Q e O HEAD 2X WOOD BUCK SILICONE CAULK 1 1 SI i ,y ' 1/8" MAX. SHIM a 8 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN. 1N _i ' EMBEDMENT INTO WOODL.' 1/8"MAX. SHIM MIN. EDGE DIST., SEE NOTES 1ill*IlL7,1.1'p' For-iii =Q Ir SILICONE CAULK I. SILICONE CAULK 2X WOOD BUCK Ili PECORA 896 SILICONE CAULK a O SILL O JAMB 3 X Xo NOTES: m 1.This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein,for use outside the H.V.H.Z. 2.All interior and exterior perimeter surfaces of the window must be caulked. 3.Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. i 4.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safetyjI.requirements rests solely with the architect,building owner,or contractor. 5.Shims are optional.Maximum shim stack is 1/8". 6.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure.Wood bucks shall be spruce-Pine-Fir. Wood minimum specific gravity=0.42 psi.d 7.Wood screws must be at least Grade 5 for untis with a design pressure< 50 PSF,and at least Grade 8 for units with a design pressure rating 50 PSF. W" MAX. OVERALL WIDTH 8.When used in areas requiring impact protection,this product REQUIRES the use of approved impact resistant shutters or other external protection. 9.Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed.SIZE CHART 10.Installation screws must be at least 3/4"from the edge of the wood. OVERALL SIZE DP RATINGWIDTHHEIGHT 11.This product complies with ASTM E 1300. 12. Designation"X"and"0"stand for the following: X:Operable Panel-0: Fixed Panel.W H" 13. Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8"deep.72" 63" 78" 72" ±20 PSF 96" 65"MATERIAL: 78" 63" ±25 PSF DISCI OCHRE STATEMENT S1BE:ORA INOING 37 Tt2 f+SIMOa o w B Y: DA 12ThisdocumentisthepropertyofSimontonWindows,which RMS FINISH: Dimensional Tolerances T DRANN BY: DATE:retains all tar and other is to its subject matter. u o w sproprietaryrightsgalesKo*E0 Unless Otherwise Specified73" 51" ±50 PSF This document is provided to the recipient on the expressed ALLOY d EMPER: I Cochrane Avenue T.D.D. 06/10/08 condition that it is Oct to be disclosed.reproduced in whole or CHECKED BY:DATE:63" 48" ±55 PSF port.norused in conjunction with the design,manufacture orWEIGHT: VOLUME: Decimals Angles Pannsbora,WV 26415 repoirof goods for anyone other than Simonton Windows SCALE: SHEET: •APPRVD BY: DATE: without its consent. This restriction does not limit theFIT I of 1SURFACEAREA: PERIMETER: X t .03 recipient's rights to utilize information contained in this XX t .01 0' 30 min.SERIES:document which is properly obtained horn another source. XXX± .005 07- 09/07-10/07- 20/07-75 HORIZONTAL SLIDERFINISHTREATMENT: TITLE:FILE:FL 5179 2X BUCK INSTALLATION JOB COPY REV. REVISIONS: REVISED BY: DATE: NO P. E.SEAL REQUIRED " MODEL DESIGNATION:Simonton Double Hung Series 43-40/43-45 Vinyl Window INSTALLATION SUPPORTED 2 ADDED MIN.EDGE DIST.NOTE. B.J.S. 06/17/15 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY AAMA TEST REPORTS 3 ADDED NOTES 12813-AAMA800 LMH 06/15/16 4 ADDITION TO SIZE CHART. LMH 12/01/17 DESIGN PRESSURE RATING: See Size Chart 5 CORRECTED SIZE CHAP:DIMENSION. LMH 07mn9 USABLE CONFIGURATIONS: X2X BUCK 6 ADDED DP25 TO SIZE CHART LMH 092519 X SILICONE CAULK GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness I nialli SILICONE CAULK through which the anchor screw penetrates is a minimum of 0.070". 2X BUCK 414.-1 1/4"MAX.SHIM 1 SILICONE CAULK 114"MAX.SHIM OSIZE CHART 1 HEAD 1 OVERALL SIZE O DP RATING 8 X 2 1/2"MIN.WOOD WIDTH HEIGHT SCREW WITH Iso"MIN. Trm...m--- I"W" "H" EMBEDMENT INTO WOOD a ts 46" 84" ±25 PSFMIN. EDGE DIST.,SEE NOTES A' 36" 72" ±30 PSF 1 I lit. ' 44" 63" 01,SILICONE CAULK 48" 80" ±35 PSF 1 SILICONE CAULK X 52" I CD JAMB I- 36" 63" SILICONE Mw— t.1 t45 PSFco44" 63" 2X BUCK 32" 62" at50 PSF O SILL cc 36" 74" 2 a NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODES AND WHERE PRESSURE REQUIREMENTS AS 0 DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN, FOR USE OUTSIDE THE H.V.H.Z. 2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. 3. ANCHORS SHALL BE AS SPECIFIED AND SPACED AS SHOWN. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO AND INTO WOOD. X 4. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. 5. SHIMS ARE OPTIONAL. MAX. SHIM STACK IS I/O". 6. WOOD BUCKS (BY OTHERS) MUST BE ENGINEERED AND ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. tO 1 7. SCREWS SHOULD BE A MINIMUM OF 3/4" FROM THE EDGE OF THE WOOD. 8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 9. FLASHING SHOULD BE APPLIED USING THE ASTM E 2112 METHOD APPROPRIATE FOR THE OPENING INTO WHICH THE WINDOW IS BEING INSTALLED. 10. INSTALLATION SCREWS MUST BE AT LEAST 3/4" FROM THE EDGE OF THE WOOD.. a II. GLAZING SHALL COMPLY WITH ASTM E 1300. W"MAX.OVERALL FRAME WIDTH 12. DESIGNATION "X" IS FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL 13. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. FOR MORE DETAILS VISIT SIMONTON.COM. 14. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/ 8" DEEP. MATERIAL: SIZE:DRAWING ND.: REQ RMS FINISH: J SIMON TON' B IN0432b 6DISCLOSURESTATEMENTDimensionalTolerances 0 1 w, DRAWN BY: DATE:This dor:ument Is the property of Simonton Windows.which retains all proprietary EXCEPT ASNOtEU Unless Otherwise Specified T.D.D. 09/04/09endotherrightstoItssubjectmolterthisdocumentIsprovidedtotherecipientALLOY8TEMPER: I Cochrane Avenue CHECKED BV: DATE'on the expressed condition that ItIs not to be disclosed.reproduced In whole or Pcnnsboro,WV 26415 part,nor used in conjunction with the design.manufacture or repair of goods for WEIGHT: VOLUME- Decimals Angles SHEET. APPRVD BV'. DATE:anyone other than Simonton Windows without its consent.This restriction aceSCALE's not Ilmll the recipient'srights to ullllze Information contained In this document SURFACE AREA: PERIMETER' X 6.03 FIT 1 of 1 which Is properly obtained from another source.XX 2.01 0°30 min. SERIES: FINISH TREATMENT:XXX 3.005 43-40/43-45DOUBLE HUNG TITLE: FILE:FL 5167 2X BUCK INSTALLATION(AS TESTED) JOB COPY NO PRICE COPY Date Entered: 11/8/2023 Date Printed: 12/8/2023 Ordered #2636222 Printed By: Jim Ferry S I MON TON' SOLD TO: SHIP TO: y. I . f) () w s Jimmy Ferry Windows Jimmy Ferry Windows 5875 Florida Mining Blvd 5875 Florida Mining Blvd Suite 201 Suite 201 Jacksonville,FL 32257 Jacksonville,FL 32257 Phone:904-571-2752 Phone:904-571-2752 Fax: Fax: PO NUMBER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Lineltem # Qty. Description 100-1 1 5500 Reflections Double Slider 69.5" X 48.875" RO: Operation=Left Opening-XO, Frame= 69.75 x 49.125 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed, Locks=2,White,Cam,Rollers= I I 1 Corrosion Resistant Roller/Glide, Sill Extender, Screen Coverage=Half,Fiberglass, Extruded, U- 3 Factor=0.3, SHGC=0.27,VT=0.49, STC=29, pPl ea Meets Energy Star Zones=None, DP=50,AAMA, I I Al ^ 1 SIMONTON TDI=WIN-1045,Florida Approval Code=5179 Eet-E. Initials: Lineltem # Qtv. Description 200-I 1 5500 Reflections Double Hung 34.5"X 49.125" RO: Operation=Operating, Frame=Replacement, Ext. 34.75 x 49.375 Color=White,Int.Color=White,Glass Package= Standard Glass Options, ProSolar Low E,Argon, Room ID: Intercept,3/4"IGU, Glass Thickness=3/32 in-3/32 IIP WAlia..41outSS,Upper=Annealed, Lower=Annealed, 1Locks=2,White,Cam,Air Latches=2, Sill j L Extender, Screen Coverage=Half,Fiberglass, w Extruded,U-Factor=0.29, SHGC=0.28,VT= 0.51, STC=0, Meets Energy Star Zones=None,DP Pty Gem 50,AAMA,TDI=WIN-1308,Florida Approval SIMONTON Code=5167 I Ai Initials: Page 1 Of 8 Quote#: 2636222 JOB COPY PO NUMBER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Lineltem # Qtv. Description 300-I 1 5500 Reflections Double Slider 69.75" X 48.875" RO: Operation=Left Opening-XO, Frame= 70 x 49.125 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed,Locks=2,White,Cam,Rollers= i ICorrosionResistantRoller/Glide,Sill Extender, Screen Coverage=Half,Fiberglass,Extruded,U- z Factor=0.3, SHGC=0.27,VT=0.49, STC=29, s parte Meets Energy Star Zones=None, DP=50,AAMA, I I r SIMONTON TDI=WIN-1045,Florida Approval Code=5179 Initials: Lineltem # Qtv. Description 400-1 1 5500 Reflections Double Slider 72.75"X 48.5" RO: Operation=Left Opening-XO, Frame= 73 x 48.75 Replacement,Ext.Color=White,Int. Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass N\A Thickness= 1/8 in- 1/8 out DS,Left=Annealed, x• Right=Annealed,Locks=2, White,Cam, Rollers= I 1 Corrosion Resistant Roller/Glide,Sill Extender, Screen Coverage=Half,Fiberglass,Extruded,U- s.3 Factor=0.3, SHGC=0.27,VT=0.49, STC=29, IAMrem Meets Energy Star Zones=None,DP=50,AAMA, I A ___---.- SIMONTON TDI=WIN-1045,Florida Approval Code=5179 Initials: Page 2 Of 8 Quote#: 2636222 JOB COPY PO NUMBER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Lineltem# Qty. Description 500-I 1 5500 Reflections Double Hung 35.625" X 48.625" RO: Operation=Operating, Frame=Replacement, Ext. 35.875 x 48.875 Color=White,Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept,3/4"IGU, Glass Thickness=3/32 in-3/32 MA out SS,Upper=Annealed,Lower=Annealed, i Locks=2, White,Cam,Air Latches=2, Sill I 1 Extender, Screen Coverage=Half,Fiberglass, Extruded,U-Factor=0.29,SHGC=0.28,VT= 4 0 4 I0.51, STC=0,Meets Energy Star Zones=None,DP pPlyGetn 50,AAMA,TDI=WIN-1308,Florida Approval J ot SIMONTON Code=5167 0.Sa DtO 35 25 R0-365875 Initials: Lineltern # Qty. Description 600-1 1 5500 Reflections Double Hung 36"X 48.625" RO: Operation=Operating, Frame=Replacement, Ext. 36.25 x 48.875 Color=White, Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept,3/4"IGU, Glass Thickness=3/32 in-3/32 MA out SS,Upper=Annealed,Lower=Annealed, go Locks=2, White,Cam,Air Latches=2, Sill Extender, Screen Coverage=Half, Fiberglass, F, Extruded,U-Factor=0.29, SHGC=0.28,VT= 42 04 0.51, STC=0,Meets Energy Star Zones=None,DP a. pprGem 50,AAMA,TDI=WIN-1308,Florida Approval 1 Irt SIMONTON Code=5167 Al RO-3625 - Initials: Page 3 Of 8 Quote#. 2636222 JOB COPY PO NUMBER QUOTE NAME PROJECT \:-11I 2400204 JEW/1830 Ocean Grove Dr Craig Sutton Lineltem # Qtv. Description 700-1 1 5500 Reflections Double Slider 72.5"X 49" RO: Operation=Left Opening-XO, Frame= 72.75 x 49.25 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon, Intercept,3/4"IGU, Glass N\A Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed, Locks=2, White,Cam,Rollers= I Corrosion Resistant Roller/Glide,Sill Extender, Screen Coverage=Half,Fiberglass,Extruded,U- Factor=0.3, SHGC=0.27,VT=0.49, STC=29, 0PyGen, Meets Energy Star Zones=None,DP=50,AAMA, A1 SIMONTON TDI=WIN-1045, Florida Approval Code=5179 h DOORS Initials: Lineltem# Qty. Description 800-1 I 5500 Reflections Double Slider 69.625"X 48.625" RO: Operation=Left Opening-XO, Frame= 69.875 x 48.875 Replacement, Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options,Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass N'\A Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed,Locks=2, White,Cam,Rollers= 11-17CorrosionResistantRoller/Glide, Sill Extender, Screen Coverage=Half,Fiberglass,Extruded,U- Factor=0.3, SHGC=0.27,VT=0.49, STC=29, p°1rc.- Meets Energy Star Zones=None,DP=50,AAMA, SIMONTON TDI=WIN-1045, Florida Approval Code=5179 3- 5 M.O. 00095 Initials: Page 4 Of 8 Quote#: 2636222 JOB COPY PO NUMBER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Lineltem # Qty. Description 900-1 1 5500 Reflections Double Hung 34.5"X 49" RO: Operation=Operating, Frame=Replacement, Ext. 34.75 x 49.25 Color=White,Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept,3/4"IGU, Glass Thickness=3/32 in-3/32 N\A out SS,Upper=Annealed,Lower=Annealed, Locks=2, White,Cam,Air Latches=2, Sill n Extender, Screen Coverage=Half,Fiberglass, Extruded,U-Factor=0.29,SHGC=0.28,VT= 0.51, STC=0, Meets Energy Star Zones=None, DP pmyGem 50,AAMA,TDI=WIN-1308, Florida Approval 11 SIMONTON Code=5167 RO-3175 Initials: Lineltem# Qty. Description 1000-1 1 5500 Reflections Double Slider 69.5"X 48.75" RO: Operation=Left Opening-XO, Frame= 69.75 x 49 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass NW Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed,Locks=2, White,Cam,Rollers= I Corrosion Resistant Roller/Glide, Sill Extender, Screen Coverage=Half,Fiberglass, Extruded,U- Factor=0.3, SHGC=0.27,VT=0.49, STC=29, pPly Gem Meets Energy Star Zones=None,DP=50,AAMA, I AI r SIMONTON TDI=WIN-1045,Florida Approval Code=5179 Roe s Initials: Page 5 Of 8 Quote#: 2636222 JOB COPY PO til \1BER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Liucltem # Qty. Description 1100-I 1 5500 Reflections Double Slider 72.5" X 48.875" RO: Operation=Left Opening-XO, Frame= 72.75 x 49.125 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass NSA Thickness= 1/8 in- 1/8 out DS,Left=Annealed, Right=Annealed,Locks=2,White,Cam,Rollers= II t- Corrosion Resistant Roller/Glide,Sill Extender, 1a _ Screen Coverage=Half,Fiberglass,Extruded,U- 5 Factor=0.3, SHGC=0.27,VT=0.49, STC=29, toPlyem Meets Energy Star Zones=None, DP=50,AAMA, 11 At - SIMONTON TDI=WIN-1045,Florida Approval Code=5179 G Initials: Lineltem# Qty. Description 1200-1 1 5500 Reflections Double Hung 35.625"X 48.75" RO: Operation=Operating, Frame=Replacement,Ext. 35.875 x 49 Color=White,Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept, 3/4"IGU, Glass Thickness=3/32 in-3/32 N\A out SS,Upper=Annealed,Lower=Annealed, M Locks=2,White,Cam,Air Latches=2, Sill Extender, Screen Coverage=Half, Fiberglass, Extruded,U-Factor=0.29, SHGC=0.28,VT= g 0.51, STC=0,Meets Energy Star Zones=None,DP pgyGem 50,AAMA,TDI=WIN-1308,Florida Approval SIMONTON Code= 5167 A4 ht O -.50 5 -- Initials: Page 6 Of 8 Quote#: 2636222 JOB COPY PO NUMBER QUOTE NAME PROJECT NAME 2400204 JEW/1830 Ocean Grove Dr Craig Sutton Lineltem# Qt'.. Description 1300-1 1 5500 Reflections Double Hung 36"X 48.875" RO: Operation=Operating, Frame=Replacement, Ext. 36. 25 x 49.125 Color=White,Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept, 3/4"IGU, Glass Thickness=3/32 in-3/32 N\A out SS,Upper=Annealed, Lower=Annealed, 1 Locks=2, White,Cam,Air Latches=2, Sill Extender, Screen Coverage=Half,Fiberglass, F„ Extruded,U-Factor=0.29, SHGC=0.28,VT= 7 0.51, STC=0,Meets Energy Star Zones=None,DP q pPlyGem 50,AAMA,TDI=WIN-1308, Florida Approval SIMONTON Code=5167 1 Al RO-36 25 ---. Initials: Lineltem # Qty. Description 1400-1 1 5500 Reflections Double Slider 72.5"X 48.75" RO: Operation=Left Opening-XO, Frame= 72.75 x 49 Replacement,Ext.Color=White,Int.Color= White,Glass Package=Standard Glass Options, Room ID: ProSolar Low E,Argon,Intercept,3/4"IGU, Glass N\A Thickness= 1/8 in- 1/8 out DS,Left=Annealed, r Right=Annealed,Locks=2, White,Cam,Rollers= I I L Corrosion Resistant Roller/Glide,Sill Extender, Screen Coverage=Half,Fiberglass, Extruded,U- Y Factor=0.3, SHGC=0.27,VT=0.49, STC=29, F. platy Gem Meets Energy Star Zones=None,DP=50,AAMA, I I -'" SIMONTON TDI=WIN-1045, Florida Approval Code=5179 mews a 00041 Initials: Page 7 Of 8 Quote#: 2636222 JOB COPY PO NI MBER QUOTE NAME PROJECT NAME 2400204 JFW/1830 Ocean Grove Dr Craig Sutton Lineltem # Qtv. Description 1500-1 2 5500 Reflections Double Hung 35.75" X 37.25" RO: Operation=Operating, Frame=Replacement, Ext. 36 x 37.5 Color=White,Int.Color=White,Glass Package= Standard Glass Options,ProSolar Low E,Argon, Room ID: Intercept,3/4"IGU, Glass Thickness= 1/8 in- 1/8 NSA out DS,Upper=Tempered Inside Only,Obscure Upper, Lower=Tempered Inside Only,Obscure Lower, Locks=2,White,Cam,Air Latches=2, Sill 11111.Extender, Screen Coverage=Half,Fiberglass, F Extruded,U-Factor=0.29,SHGC=0.28,VT=0.5 I' OPyGem' STC=30, Meets Energy Star Zones=None,DP= SIMONTON 50,AAMA,TDI=WIN-1308, Florida Approval 11 WI 1.0•14 DOORS Code=5167 L R .75 Initials: 16 Total Qty Units Comment: Submitted by: Accepted by: Date Page 8 Of 8 Quote#: 2636222 JOB COPY a s t r oppy: 0o.< ci -,_ :44, _n 5200 W. CENTURY BLVD. v . c;; < 'm g LOS ANGELES, CA 90045 tw. 1#` N '_Z 115'MAX.OVERALL FRAME WIDTH rr*1 , 14` o n m Li, 1 m 0N .:5 r,:37.25'MAX. 37.5"MAX. v z w GLAZED FIBERGLASS DOORS FRAMEW.DT"- - FRAME WIDTH -ro m Wo < D . m SINGLES I Nd a mdam N NE "•,'Z w/ or w/o SIDELITES CD _g° ' w 3 INSWING / OUTSWING z z o 0 z 3 0 X •0 z IMPACT" 9_ WGENERALNOTESz o 0 L, O VO cc 1. This product has been evaluated and is in compliance with the 7th Edition(2020) o - o wEFloridaBuildingCode(FBC)structural requirements excluding the"High Velocity a F Hurricane Zone"(HVHZ).I gwvwi `"v> E 2. Product anchors shall be as listed and spaced as shown on details.Anchor 5 - - s' x embedment base materialbeyonddressing or stucco. w8bedttoshallbewallo o_m Q O ccxaa- 3.3. When used in areas requiring wind borne debris protection this product complies II 0. a with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant I 3>>macovering.This product meets missile level"D"and includes Wind Zone 4 asLL defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.X , n , x x • o o o e 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. o E.TSN O 53O.5 TnZ 5. Site conditions that deviate from the details of this drawing require further X OX_XO o 0 0 0 0 engineering analysis by a licensed engineer or registered architect. o 0 0 r. TABLE OF CONTENTS SHEEN DESCRIPTION MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) LI o 0 0 1 Typical elevations,design pressures&general notes CONFIGURATION FRAME REINFORCEMENT JAMBINSWING OUTSWING z DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE Z 2 Door&Sidelite panel details N^- 3 Lite frame glazing details X 37.5"x 82.0" N/A 50.0 -50.0 +50.0 -50.0 o',.•-,...1-±14 4 Elevations 74.75"x 82.0" N/A 35.0 -40.0 +35.0 -35.0 ao 17 5 Horizontal cross sections n o 6 Horizontal&Vertical Cross Sections(2X Buck)OX/XO 75.5"x 82.0" lx 40.0 -45.0 +40.0 -40.0 n N z c 7 Horizontal&Vertical Cross Sections(IX Buck) 76.25"x 82.0" 2X 50.0 -50.0 +50.0 -50.0 DATE:10/08/14 i a 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 9 Vertical Cross Sections(Thresholds) 112.0"x 82.0" N/A 35.0 -40.0 +35.0 -35.0 SCALE: N.T.S. 10 Horizontal&Vertical Cross Sections(Direct to Masonry) OXO 113.5"x 82.0" lx 40.0 -45.0 +40.0 -40.0 DWG.BY: ,/K 0 CHK.BY: LFS 3v11Buckanchoring115.0"x 82.0" 2X 50.0 -50.0 +50.0 -50.0 DRAWING NO.:0 12 Frame anchoring&hardware details FL-17347.5 '-a 13 Bill of materials and components c o SHEET I OF 13 O JOB COPY dcOlvwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings'FL-17347(2020)\FL-17347.5-6.dwg 79.25'MAX.PANEL HEIGHT 112) e 0 O f A le t, 410 v o nTg 1.1. ' I j li f_ O ® z 5.5' Q 2 , n• Nx<n F-n A m 0 0 3819" 0 70rn5. s. 8 I. O= 0 "Ij3 g.,, ...4 8 n i , Eli O A A O 5 n igliggiiO O S.. .6:.S En O _" n st HHHti.. H .1 FN z N" aJA Z 8 spsa alp N r VO 10 r. V s I IIIIMINII C7 •x I NminnemmimGq g rlIMMIIIIME 11111 iIIIIIIIM A Iv1.75'x{ •J A no' osA .-°_,73 a O y0 Tc3 0v0Zzn n O n 50 O= nZ vm ANN it fl a ! !MI 171 • n..,':-..';: 5,*:• I-12 1. IgO 0%\1111111,7 Z F'SCH414 .V,.: uCeNei1% A No.43409 n August 06, 2020 Pg PRODUCT: Docum.Ms Prepared By: owe ur ii.": PLASTPRO INC. Lyndon F. Schmidt ': .'•.R a: . II R O FIBERGLASS DOOR P.E. No. 43409 -i, iAL. `•N p Z o 3 8/05/20 UPDATE TO 7TH ED. (2020 FBC DAC 7/ 17j 11110• 2 r_ y 0, 2 7/27/17 UPDATE TO 8T1-1 ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. V c- (n 1 04/14/15 UPDATE TO 5TH ED. (20143 PBC JK 54DOORSIDELITEra P.O. Box 230. VDlrioo, FL 33595IWNODATEPANELDETAILSPhoneNo.: 813.659.9197 REVISIONS FBPE Registry No. 9813 2014 R.W.BUILDING CONSULTANTS INC. JOB COPY dc0t\rwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347(2020)\FL-17347.5-6.dwg O 66.35"MAX.LIGHT FRAME HHGHT O I i e 62.6.7 MAX.D.L.O.HEIGHT 1 o x M I m O O F P o 02. AZ \ \\\ i r 1.zn m mm + d 73 o> 5.75 Nl 11"MAX vrO.C.(TYP.) D R x 0 1 a Z O D a?A ° o mO m Zv yy m3DZDZDnnnOmx o R 2.76" L n OW 1.75 -••-1 po 3 0.06, m 3 70 _O1:T4. T GLAZING 11+--'' x0y0 O c 65.75"MAX.LIGHT o n na FRAME HEIGHT 0 a T z o F 62.75'MAX. o x n I D.L.O.HEIGHT 1 =. D Po 2 -NO Dt' a r wOo ri 2 S\ m41— X'1- vr,:_afrm ill r N72 1 Dm j. o I L_ 3f 3"3Ozm bt m m m 3 a v D P -nSo 99 7 99 2 A rZn 0 m ~ Z o Z 0 F m T Z < C0 A m r D 6 mO o o 00 r•-1.75"—1 VrDW r A Z t(Dnn ' j A n Cn tn3130i Am A m 1- 1/4 GLAZING o Z`‘*. .CHI J/4 i No.43409 L tit: 5 c August 06, 2020 1;*.arnre -,Q PRODUCT: Documents Prepnred ey: PLASTPRO INC. Lyndon F. Schmidt . •• 0•• G.7 O FIBERGLASS DOOR P.E. No. 43409 0, 6, •IC' -, _3 8/05/20 UPDATE TO 7TH ED. (2020) FBC DAC 777j MAL 11 1VAZ1111111 L " r- .1 m 2 7/27/17 UPDATE TO 6TH ED. (2017) FOC JK PART OR ASSEMBLY: VK/BUILDING CONSULTANTS, INC. I_ V ' Iq"N 1 04/14/15 UPDATE TO 5TH ED. (2014) FBC JK LITE FRAME Rcili P.O. Box 230, Valrico, FL 33595 C NO DATE BY GLAZING DETAILS Phone No.: 813. 659.9197 REVISIONS FBPE Registry No, 9813 0 201 4 R.W, BUILDING CONSULTANTS INC. JOB COPY dc01\rwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C- Drawings\FL-17347(2020)\FL-17347.5-6.dwg 41©3••• 40 i , a Ie.-:-. 4© x IND 0 I 0,0 41)91) 91)41©4©4©4© 41) 0600 c.D v 41) x4. 41)41) X 0<0 411:040°< 4D D oa v - ED a NN o CD 4n6 4 411441D Sm®. 0 4 CD '---- p NN N W trn I OD 4D x 41)41) 4p 04 0 41)411) ED0usA , 0 41410 0 4©91)a 1111 oct:140,0*„ O®®No.43.. .., 409 ', August 06, 2020 6 6 F 4 PRODUCT: Doca,neat Prepared 9y. arnr'sw• J B ' c, H • PLASTPRO INC. Lyndon F. Schmidt ...,i •'• 1)1.•'•G: I 0 o FIBERGLASS DOOR PE. No. 43409 SS/ •`ONAII;' v 8 Z\ 3 8/05/20 UPDATE TO 7Th ED. (2020 FBC DAC m iTTTrl111111\\` g T' c_ 1. 4..co 2 04 274 17 UPDATE TO 6TH ED. 15 UPDATE TO 5TH ED. ( 2017 RIC JK 2014 FIC JK PART OR ASSEMBLY: Kn/,BUILDING CONSULTANTS, INC. v ELEVATIONS r/l•-IY/ IV/ P.O. Box 230, Volrico. FL 33595ICNODATE8YPhoneNo.: 813.659.9197 REVISIONS FBPE Registry No. 9813 L,2014 R.W.BUILDING CONSULTANTS Inc. JOB COPY dc01\rwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C- Drawings\FL-17347(2020)\FL-173475-6.dwg O r88i O i• o joa, _. 41,0 ....o.3 o II 0 p p,. 0 gma 4 cap LIE.oE. 0 ;2;Ill ZOO '44.1/4„ O co O 0 9, 11 g i D e t- . )=) 49 g °380 O —n T. kiiinrcil iniiiiiiiasi o N i 0 to r,„n y- 0 72 m=n O 21III z J 70 3 T si 0 1 i o V . 0 0 0 00DeOoallJ02lII is 6 0 A0 0 O 111111 3D.' os- ANCrco O mis wow-n 0a.s 0(83 Q WIC : HOG am, Ell o: N Ni....... 111 O ze k. 3 "Iiiiiissi0 r—,„ gi— ,— 17---„,,--- 00 o m 0 A I O Z o0 III1 S.9!..f.1.%,;',, iV,. Z No.43409 Auausj 06. 2020ePRODUCT: Documents Preporea By:l tc ..•1.1/..Z. r n PLASTPRO INC. Lyndon F. Schmidt •'i.s'•• of..•-•.•G\ I i 3 8/05/20 UPDATE TO 7TH ED. (2020) FBC DAC FIBERGLASS DOOR P.E. No. 43409 S`/OPAL Et?\ V 5 Z 1111111/ o Lr " y co 2 7/27/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv ( x U1 N 1 04/14/15 UPDATE TO 5TH ED. (2014) FBC JK i/1/ P.O. Box 230, Valrico, FL 33595G_NO, DATE HORIZONTALCROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 0 2016 R.W.BUILOING CONSULTANTS INC. JOB COPY 1-1/4'MIN. Y// O EMB.(TYP.) I rj , 0 O 2 n C51NKFO O U jeZ 4/ S * o&0 3 K OT rnn 0.15'C-SINK In'P•) fi• ° ie.4;:.0: o rn m P) Y'• 4j`• a 2 6 m 111 15 7 Z o Z W re LL 0 © ca9 O ,W0• oa aa COam a CO111P f_, 4 „0 eme....- -.... vroi 6 0RgmofifAg3,'iO _I a: F V 4 . r C. a SZ iiO CROSS SECTION CROSS SECTION EXTEOR ITEOR z z Outswing shown(Inswing similar) DHORIZONTAL Outswing shown(Inswing similar) o E o xc. o O4 VERTICAL CROSS SECTION a o o, NOTE: O 6 Outswing shown(Inswing similar) m 2 1.Spacing for item L:6"from each end and 3 more a. OC equallyspaced along sidette jamb(5 total). O O 2.Spacing for item I.@ head 8 sill:6"from each end,1 0.15"C-S K LL @ centerline,2 additional at 3"84.5"from end 0 onw A adjacent to door. y D• N N N rn p :. O.O. SEE NOTE I 8 3 fv y stn ce oINTERIOR 0 WM 0 i- 1111.11111 so.- 2 2 2 U Fr_ I O '.W 2 h W j QZ1N' o N 0 . K O SEE NOTE 2 O Qaez DATE 10/08/14 EXTERIOR p s ' 8 SC.eL N.T.S. o g50 INTERIOR En EXTERIOR r»: JK m f 1- 1/4"MIN. cwc en LFS i 92 EMB.(TYP.) VERTICAL CROSS SECTION DRAWING No.:mHORIZONTALCROSSSECTION a 91 Outswing shown(Inswing similar) 6 Outswing shown(Inswing strrdar) FL-17347.5 0 SHEET 6 cc 13 E a JOB COPY 0 0 0 10 nOO04 * c4.innv. Z arr5: ...... liii z` a$iz 0 O 0 O • gupg 9doam0Im0.Y m LLdl o INTERIORO 1 O 0 j CW P IMP t I%!/ 7 I I Y e e. v O 8m a, ..M ,il' EXTERIOR INTERIOR Sc Pxt-' 41 EXTERIOR z$0 p 00 cn 1-1/4"MIN. VERTICAL CROSS SECTION 4EF1-1/4"MIN. m Qr EMB.(TYP.) EMB.MM.) 7 Shownw/IX sub-buck oNgOutswingshown(Inswing similar) a m N E1(1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 0 g o =o 0 77 Shown w/1X sub-buck Shown w/1 X sub buck 0 c Outswing shown(Inswing similar) Outswing shown(Inswing similar) C a a O p 1 o n pa 0 0 O NI f/I 886 DS m6 2 e w v_NOTE: It o LL I.Spacing foritem L:6"from each end and 3 more SEE NOTE 2 O 01) a i equally spaced along sidelite jamb(5 total). o^In F Y., 2.Spacing for item L @ head&sill:6"from each end,1 SEE NOTE 1 O EXTERIOR INTERIOR n r.*o rONQ ; f @ centerline,2 additional at 3"&4.5'from end 3 n S adjacent to door. N_o 0 T A 55 VERTICAL CROSS SECTION o+h 10/08/14 sa1- 1/4"MIN. 7 Shown w/IX sub-buck sokrz N.T.S. -, EMB.(TYP.) Outswing shown(Inswing similar)3 COG.BY, JK CD HORIZONTAL CROSS SECTION Cc.BY: LFS aShownw/IX sub-buck aauhwc No.:m I' Outswing shown(Inswing similar) FL-17347.5 0 o Slim a 13 0 JOB COPY 0 Jam`.„. 0,ts t,*..,ti,///'/' i0 in I >•' II ..... iI ZI / irti i \ No o Iv ri O 0 -T t2OZP 1OaiirINTERIORj 0 o oaMr R N . 4' , ru. i inn's 1 I 0 fn ili ooODTERIOREXTERIORINTERIOR Op 2p 4i go c),„ } FUt-t/a"MIN. CDs VERTICAL CROSS SECTIONEMB.PP.) EMB.[PM.) { oEMB.(TYP.) Ou ngsh townMasonry similar) O- E cn B HOShoNRIIZDONTAirect L CROSS Masonry SECTION o of lO HORIZONTAL CROSS SECTION Outswing shown(Inswing similar) 0 o ow8ShownDirecttoMasorryy Outswing shown(Inswing similar) a.Z a Lo 0 0 0 x 'm v• O © o p N ofu.b. 0Oi.re a. v NOTE: F 1.Spacing for item L:6”from each end and 3 more I SEE NOTE 2 0 0 z 0 i equally spaced along siderite jamb(5 total). v OnN^.w 2Z2.Spacing for item L®head&sill:6"from each end,1 o N w. a centerline,2 additional at 3"8 4.S'from end I EXTERIOR INTERIOR N n o NM cs adjacent to door.O M N Q z °, SEE NOTE 1 i/DATE:10/08/14OVERTICALCROSSSECTION 5t-1/a"MIN. Shown Direct to Masonry soul: N.T.S. , EMB.(TYP.) r - Outswing shown(Inswing similar) DWG.Sr: JK m 33 HORIZONTAL CROSS SECTION Mt1111% LFS a 8 Shown Direct to Masonry NO.:m a Outswing shown(Inswing similar) FL-17347.5 a SHFEr 8 OF 13 p0 v JOB COPY dc01\rwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C- Drawings\FL-17347(2020)\FL-17347.5-6.dwg 1-1/4"MIN.1- 1/4'MitEMB.(TYP.) EMB.(pr.) sn m 0 o O a rinp..k Nii n 7. o0AN PO TCo., L O O o Z 0 Z 0 1- 1/4"MIN. EMB.(TYP.) 1- 1/4"MN. EMB.(TYP.) 0 0 CD T=TY r;^, u..... I I lijrn Z CIO T .sssssss ssssssc.n.. ko-4mA C-jrI1 m A inH m m 1 z b 0 'Z aop, o8Nnm O= O W SD 0 r D O • . •o NI0_ 7e 16- 0 3 v,T 3 ° nom+ m =- O 11aj COnZ F,CNM/4"'• 0 No.43409 1-1/4"MIN. EMB.(TYP.) August 06. 2020 g Prepared 9y!jb \ 0 II{IC'Jr £ c P ! PRODUCT: Docl,mente r' 1- 1 - • I^ M PLASTPRO INC. Lyneor, F. Schmidt '••fL OA•••.: a FIBERGLASS DOOR P.E. No. 43409 'i7s3/ I'C v Z o 3 8/05/ 20 UPDATE TO 7TH ED. (2020) FBC DAC m AL1L\ o W ti rp 2 7/27/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv r. 1 04/14/15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS J l y4 P.O. Box 230, Volrico, FL 33595t"NO DATE BY SECTIONS (THRESHOLDS) Phone No.: 813.659,9197 REVISIONS FBPE Registry No. 9813 0 201 6 R.W.BUILDING CONSULTANTS INC. JOB COPY R.0 II 1( - Pt. g Z 1.5" g-07 1.5" L MAX. Z.I.0/ v 2 1.5" L MAX.kr • i E Z.' 1 P.,1: / .4( _•• eti 7;( 3. I.'-:_ c.,..,, MAX 0 MIN.r...3 r MAX 0 z. 0,, 30g 1.V•,,.% i61)$: ;..c 1-2 2"0 t.., ..-, 0 0 i".•.. a. 0 2 >,..i z1L.iiiii i.--------7' ...:, 0 A. 0 01 ••*2 1-.. Vff7111 IIif1ti!.. ' , " G Ell N Fil NM 0 IMIM I i z 43 w r=3 0 N. 0 0 elk a gINTERIOR11111CIiill; 0SEENOTE2 A' Yo":7 ORERIOR INTERIOR EXTERIOR INTERIOR A'. A IXTERIOR e 81a0VERTICALCROSSSECTION0VERTICALCROSSSECTION111 NO1E: w R Y. Shown Direct to Masonry Shown Direct to Masonry0 VERTICAL CROSS SECTION WROutswingonlyw/4-9/16 jamb Outswing only w/6-9/ j16amb Shown Direct to Masonry. g Single door only(N/A W/Sideites) Outswing onlyw/6-9/16 jamb EXTERIOR 0 0 1.Spacing for Item I.:6"from each end and 3 more SEE NOTE I 1-1X MIN. g i ga-1 equally spaced along siderite jamb(5 total). EMB.(TYP.) f 421 g ce Sg2.Spacing for item L @head 8.sll:6"from each end,1 @ HORIZONTAL CROSS SECTION o xpShownDirecttoMasonry.g centerline,2 additional at 3"&4.5"from end adjacent Outswing only w/6-9/16 jamb I i t,91todoor. 0 0 0 000ni0 0 _ i e e eis. INS INTERIOR I Egli AM 0 n* CD CD R iii o,E aim NEP Immo a '.N III" INTERIOR 11111,11111111111 N 111111114111 t cil 11111;ir 4 0 o 0 2 2 2 1 1 1 0 NMI t& sui III 11 10r A z,4.MIN. 111 i ID 11 IP::,„ 4_ a.a. TYP.) iii 0,....11; 21 r'\MIN is.s. ..1 a EXTERIOR I M 0 0 0 0 N* Ula , , EXTERIOR 0 1 cv—2 8 1-1/4'MIN. 1-1/4"MIN.0 1-1/4"MIN.0DATE g.EMB.(1W.).) EMB.M 10/08/14 zP.) EMB.(TYP.)aSCA-E N.T.S. , 11 5 e HORIZONTAL CROSS SECTION 421 HORIZONTAL CROSS SECTION DWG.BY JK m 9-- el HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTIONii• Shown Direct to Masonry. Shown Direct to Masonry. Shown Direct to MasonryShown Direct to Masonry aix.fft LFS ci 9- Outswing only w/4-9/16'Jamb Outswing only w/4-9/16 Jamb Outswing only w/6-9/16'jamb Outswing only w/6-9/16'jamb DRAWING NO,R Single door only(N/A W/Sidelites) Single door only(N/A W/Sidelites) FL-17347.5 -o 0 OF 11 oN 13 JOB COPY dc01\rwbc\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C- Drawings\FL-17347(2120)\FL-173475-6.dwg NX i 3 n 20 9 ';> ixFeO 16"O.C. 41, 1 1 MAX.(TYP) Uri 1a fj v = 11 T PO X 0 1.3 r-f—) x o i-0o x I r, gC 1* z n 1 1 1 1 1 r 0 xiin16"O.C. P)—I CZ MAX.(TYP) o ) I I I mac-,- T} C 1 N C C 2O av I I I 1 1 r F%% tU11111p,' CHIN., 16"O.C. TYP) iIL v' F• r /, MAX.(TYP)No.43409 C E Auau 06. 2020 1 s Q PRODUCT: Documents Prepared 9Y'e• aweK J r--1 PLASTPRO INC. Lyndon F. Schmidt i •, '•R '•'•• i `Y o FIBERGLASS DOOR P. E. No. 43409 'i1'/01 NAL`'``%I--' v Z o 3 8/05/20 UPDATE TO 7TH ED. 2020 FBC DAC 7t 717 11111%\tW " y op 2 7/27/17 UPDATE TO 6TH ED. 2017 FBC .1K PART OR ASSEMBLY: K/BUILDING CONSULTANTS. INC. Iv in N 1 04/14/15 UPDATE TO 5TH ED. (2014 FBC JK BUCK ANCHORING d l Yl P.O. Box 230, Valrico, FL 33595WNODATEBYPhoneNo.: 813.859.9197 REVISIONS FBPE Registry No. 9813 0 2014 R.W.BUILDING CONSULTANTS INC. JOB COPY u. , 4-9/16"JAMB()DIRECT TO MASONRY JAMB(TYP.} l SEE SHEET 10) -{ 3"(TYP.) 6"(TYP.)i gyp') +p) I F r ISL '- 2 1 1 Ir I I I C Urn 02 BUCK—z° p44. =g — 6to 601,0 UCK 67 Bg_ODRBECTTO_ .. 02XBUCK 6-9/16JAMB"© "- to o zON m II 4, 11\ o UNmlAHEAD&JSAMBS O 1X BUCK DIRECTTO k MP.) O DIRECT TO MASONRY v i x iOMASONRYJAMB(TYP.) — E a s e 0 HEAD&JAMBS SEE SHEET 10)O DIRECT TO a 5 c°9/16"JAMB d m 6.9/ 16"JAMB MP-) BACK-TO-BACK MASONRY N m d a 4OJAMBS — I O 1 X BUCK N u iDI' AMB TO MASONRY O w/RHNF. 2X BUCK s1.' a42P )SILL(TYP.) (TYP.) E= T"• ' r O zx RHNF.SEE SHEET 10) — .,O O ADA SILL SILL(TVP.) — 7'-t r FRAME ADA SILL ONLY OJ II TYP.)ti 0 0 O oz CD3za 1 I f Z 00 llELATCHANDDEADBOLTDETAILSoOLLeigXXO/ OX i. ao 5w 3 Li DIRECT TO f—3„(TP.) MASONRY 3 0 4 (TYP.) j O 1X BUCK SEE HINGE o L DETAIL 1 a 52 I I I I I I I I 1 O 2X BUCK J 2X REINF. c. O 2X BUCK JAMB© — ,..E i, N 0 1X BUCK OBACK-TO-BACK DIRECT TO O DIRECT TO JAMS MASONRY HINGE DETAIL I o n n n MASONRY —O ^/RHNF. —JAMB(TYP.) —T z a HEAD&JAMBS (TYP.J SEE SHEET 10) DIRECT TO V e+'' rn- Q TYP.) O O 1MAS0 X MASONRY b0 SEEHINGE t kl E S DETAIL 2N 2X BUCK Ri ki+ s SILL(TYP.) O 2X REINF. 1 SILL O O BI 111 1 g ADA SILL O O R^n z 0 _ 0 _ Iii n c..0 I 1 1 I I I I HINGEDETAIL 2 HINGE JAMB n n.-z n Ig. OXO DATE:10/08/14 in SCAM N.T.S. ° 15 DWG.. JK mm FRAME ANCHORING HARDWARE DETAILS DRAWING NO.: Lfs ri F'L-17347.5 00slimov130 N In JOB COPY tzi BILL OF MATERIALS 4.56"1 ITEM f DESCRIPTION MATERIAL i— w A 1X BUCK(G>=0.42) WOOD ct" J. n B 2X BUCK(G>=0.42) WOOD L— r'1 o co': o * K <_--;roZ . C 1/4"MAX.SHIM SPACE I- Z eat'C` ' o m mI~2.44" I 2.13"-- o Y••,a .26mD1/4"X 2-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL i n- E 301 OR HOLLOWBLOCK COPSI MIN. ONFORMING TO CONFORMING C OTO ACI CONCRETE O POLY FIBER JAMB lii,fzll*L`T````- o>p, F 1/4"X 3-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL g' a N ••:5 G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL i E m 3$ o rc I 1/4"X 1-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL u 9 . `D a N 1 #10 X 7'PFH WOOD SCREW STEEL J m d a. L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMB.) STEEL Zr Y d i M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL I w N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL I 4.56" 4.56" o Ja P 1/4"X 2-1/4"PFH DeWALT CONCRETE SCREW STEELINSWING THRESHOLD 1 POLY FIBER JAMB COMP. O Endura(zsaries)I" 4 1X REINFORCEMENT (G>=0.55)WOOD ADA THRESHOLD 7 5 2X REINFORCEMENT (G>=0.55) WOOD 21" SIDELITE O DLP cirri6DOORSWEEPPVCADAPTER W 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM 7 S 9 #9 x 3/4"PFH WOOD SCREW STEEL h ' I; IlIIIIIII.r-Tl•11 4"X 4"HINGE STEEL 1 r— '1 p yJ o c' E 12 LATCH STRIKE PLATE STEEL J a2 V 13 DEADBOLT STRIKE PLATE STEEL k m 0 20 INSWING THRESHOLD ALUM/COMP 4.56" I 0 c.21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP INSWING THRESHOLD w/SIDEUIE ADAPTER F 4•x`6" I a it 22 OUTSWING THRESHOLD ALUM/COMP 2T Y X LL 23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP O Endum(Z-Series) O ErsddurOUTSa( NG( Z-Series) LD 4 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 4.56" SIDEUTE 26 INSWING THRESHOLD ALUM/COMP ADAPTER N 40 DOOR PANEL gag-N ti 50 SIDELITE PANEL I 1 w 8 0 g t E2O DOUTSWING THRESHOLD LLP 1_ 0_ R R P o CONCRETE ANCHOR NOTES: 4.56" a L. 1.Concrete anchor locations at the corners may be adjusted tomaintain the min. edge distance to mortarjoints. 0 Fes—2.17' 2.Concrete anchor locations noted as"MAX.ON CENTER"must beadjusted to O OUTSWING THRESHOLD w/SIDEUTE ADAPTER W maintain the min.edge distance to mortar joints,additional concrete anchors Endura(Z-Series) a may be requked to ensure the"MAX.ON CENTER"dimension are notexceeded. o N=¢ t w3.Concrete anchor table: ra no m a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE l r, 4.ST' O N"-Z o0 TO MASONRY TO ADJACENT il— - - d TYPE SIZE' EMBEDMENT EDGE ANCHOR 1— `_1 r, DATE 10/08/14 2 I1W BUILDER 3/ 16" 1-1/4" 3" 1.1/2" J W W N.T.S. TAPCON® 1/4" 1-1/4" 2" 4" D I 4.57' DWG,Br: JK m'DeWALT m ULTRACOtP+ 1/4" 1-1/1" 1" 1' crec.en LFS 3 WOOD SCREW INSTALLATION NOTES: 27 INSWING THRESHOLD w/SIDELRE ADAPTERDIPciINSWINGTHRESHOLDDLPOWINGNO.,LTFL11.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-17347.5 0 wood screws to prevent the splitting of wood.o SHEET 13 or 13 w 0 JOB COPY