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Home My WebLink About23-6282Address: 6449 Ashville Dr ZEPHYRHILSS, FL 33542 Phone: Building Valuation: $52,039.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $52,039.00 Total Fees: $300,20 Amount Paid: $300.20 Date Paid: 5/19/2023 12:48:19PM 3 Issue Date: 05/19/2023 — - - -------- IIN11110il Mere 11TTj oe addITI-nal restr-(,tions annlicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, 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. If you intend to obtain financing, consult with your lender or an attorney rp roe, Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. c T R sic Hit PI -4PIRES IN 6 MONTHS WITHOUT APPROVED INSPCTION C R SIGNATURE PE IT OFFICE PERMIT E RI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIREDE 813-780-0020 City OfZephVrhUlsPermit Application Fm:-813-780-0021 Building Department Date Received Phone Contact for Permitting Fiin ;5,z-L G ........ .......... I .............. 1, 8 C.-S ...... Owner's Name nCP�C� �&D Ayy� Owner Phone Number JOB ADDRESS LOT # SUBDIVISION CAr PARCEL|D# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED mEwcowsrn ADD64LT [--1 G|Gw �—1 F--1 osmQu3H L_] INSTALL [_] RER^|n PROPOSED USE [--| Sre �—| COMM [--� OTHER TYPE DFCONSTRUCTION �—1 BLOCK �—| FRAME F--� STEEL DESCRIPTION OF ` �c[��r��&��l^\ ��\Ym*��.� BUILDING SIZE[:: SQFOOT4Ge HEIGHT I = F�lB00NG �—� VALUATION OrTOTAL CONSTRUCTION | |ELECTH|CAL AMP SERVICE [--1 DUKEENEnGY F—� vKR.E.C. L__JpLUMB|NG [--lMsCnAN|CxL VALUATION OFMECHANICAL INSTALLATION = GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO BUILDER SIGNATURE FEEconnsN aoomss Licanoe# ELECTRICIAN COMPANY SIGNATURE e nsmoTsnEo [_y/_m_] rccounnm Address uuaose# PLUMBER COMPANY SIGNATURE nsumrsnso rssuunnsN Address Liuense# MecnxmiCAL COMPANY SIGNATURE nsomrsnso rcsoonns^ Address Licanne# OTHER COMPANY SIGNATURE nEGmrcneo resconns^ Address Lioenuo# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (1u)working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2)complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10)working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities &1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2)sets uvEngineered Plans. °°°°PROPERTYSURVEY required for all NEW construction. CxmnUnno: Fill out application completely. Owner uContractor sign back o/application, notarized If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy vfcontract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter ifunpublic modwmys'needuROW NOTICE C)FDEED RESTRICTIONS: The undersigned underahandathatthkspemnbmaybesubectto"deed^reobicUons^ which may bemore restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited fora misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection D ivision—Licen sing Section at 727-847- 8009. Fudhermove, if the owner has hired a contractor or nontraotora, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the oontnactor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing bui|diDga, or expansion of existing bui|dings, as specified in Pasco County Ordinance nunnber8Q-O7 and 90-07. as amended. The undersigned also underatanda, that such feea, as may be due, will be identified at the time of permitting. It is further undanSb}nd that Transportation Impact Fees and Rmnounoa Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer |nnpout fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713^ Florida Statutes, ms amended): |fvaluation ofwork }a$2.5OU.00ormore, | certify that |' the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant in someone other than the ''owner". I certify that | have obtained a copy of the above described document and promise in good faith to deliver ittothe ^owner''prior tocommencement. CKJ0TRACTOR'S/{]VV0EF1'SAFF|OA\/|T: | certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating conetrucdon, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. | certify that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet standards of all |avva regulating conatruction. County and Qb/ codes, zoning regulations, and land development regulations in the jurisdiction. | also certify that | understand that the regulations of other government agencies may apply to the intended vvorh, and that it is myresponsibility toidentify what actions | must take tobeincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Boyheade, Wetland Areas and Environmentally Sensitive Lands, VVahsr/VVaatewahmrTneatnnent. - Southwest Florida Water Management Dietr|dt-VVe||a, Cypress Bayheada, Wetland Areua, Altering Watercourses. - Army Corps ofEngineera-Seovva||a.Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVe||e, Wastewater Treatment, Septic Tanks. ' USEnvironmental Protection Agency -Asbestos abatement. ' Federal Aviation Authority-Runvvayo. | understand that the following restrictions apply tothe use offill: - Use offill isnot allowed inFlood Zone ''V"unless expressly permitted. - If the fill material is to be used in Flood Zone "/(', it is understood that a drainage plan addressing o ,.compensating volume" will be submitted attime ofpermitting which is prepared by professional engineer licensed by the State ofFlorida. - If the fill material is to be used in Flood Zone ''A" in connection with a permitted building using stem vvo|| construction, | certify that fill will be used only tofill the area within the stem wall. - If fill nnobeho| is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fi||, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. | understand that a separate permit may be required for electrical work, plumbing, s|gna, vve||s' pools, a|[ condidoninQ, gee, or other installations not specifically included in the application. A permit issued shall be construed to be license to proceed with the work and not aaauthority to violate, oence|, a|ter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes, Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit inauanoe, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requeatad, in vvriting, from the Building [)ffioim| fore period not to exceed ninety (SD) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. Subscribed and sworn t d e re me ;this Subscribed and sworn to (or affirmed) before me this by Wh re e �onal �kno �me has/have p dce�d Who is/are personally known to me or has/have produced Commission Name of Notary typed, printed or stamped f Florida Notary Public State of Florida Name of Notary typed, printed or stamped INSTR# 2023083049 OR BK 108 15 PG 1448 page i of 1 05/10/2023 09:33 AM Rept: 2581W Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOTICE OF COMMENCEM-- Permit No, TFIF UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 71113 of the Florida Statutes. the following information is provided in the NOTICE OF COMMENCEMENT. I . Description of property (legal descriptiom) SILVER OAKS VILLAGE - PHASE PNO PB 50 PG 02P LOT 15 BLOCK 8 a) Street Address: 644� ASHVILLE DRIVE, ZEPHYRHILLS, FL 33W 2. General description of improvement.,, SIZE FOR SIZE IMPACT WINDOWS, DOORS A14D SroD TO BE INSTALLED, 3, Owner Information a) Name and address: WRLGHT FAMILY WRIGHT LYNETTE 6449 ASHOLLE DR ZEPHYRHILLS, FL 33542 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 100% 4, Contractor Information a) Name and address: REECE BUILDERS 71(l 30TH AVE N V, PETERSBURG, FL 33710 b) Telephone No,: 127-522-30M Fax No. (Opt) Surety Infonpation a) Narne and address: b) Amotmt of Bond: c) Telephone No.: Fax No. (Opt,) 6. Lender a) Name and address,. T Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served. a) Name and address: b) Telephone No,: Fax No, (Opt) 8, In addition to himself, owner designates the following person to receive at copy of the Lienor's Notice as provided in Section 713.13(t) (b). Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt) 9, Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified) - WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDASTATLTTES, AND CAN RESULT IN YOUR PAYING TWICE FOR 1PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCENMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN, ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. STATE OF MORIDA COUVIN OF P,46CO S tigmtmurf0u, dner or�O-zmr`s Authtnii� 'icirr'Ni ',—L�t—w/f—aritnerManager of Th brcgoiNniVstrurnent was ae6now3e4g d N' this �V", by A day, of �b=lmc (type of authority, o icer, j4Fe, attorney in fact) for Personally Known — OR Produced Identification -V/— T�yjne of tdcrItification ProduczK—tV—C/-�1X 4-,n5t- Verification pursuant to Section 92,525. Florida Statutes. Under penalties of perrury, I declare that I have read the foregoing and that the facts stited in it arc tme to the best Alf g-nv knowledge and belief Notary Public State of florlito Cula.Roc,he!le Lincoln sigmiure.f Nwbml po—a y c ornmission MilT87837 EXp. 10130/2025 -�anpa Bay STATE LICENSE CGC1507607 Name 33a= 11 Fj Mindows & Doors Since 1972 CONTRACT CHANGE OF WORK ORDER I Address G L-( V 9 Ile /),,I, Phone fov- -7 o-� - -3 6 fJ Date 'Yh711-3 Explanation of Changes: )-6 -A-Y� 00 j N The work covered by this order shall be performed under the same Terms and Conditions as that included In the original Contract CHANGES APPROVED M X Customer Name (Print) X Sales Representative Signature =1 AMOUNT OF THIS ORDER $ L-(l 3 $ 5-CX,& e-1 0 q Hey, R* !!1;111r11j Page: l' Of , 7181 30th Ave N ^j Sarasota FL Orlando 941-355-5227 863-337-4762 Date: St. Petersburg, FL 33710 Ft. Lauderdale Toll Free 727-522-3035 Licens.#dG'CI407607 $1n 1972 754-203-9190 866-717-8582 This agreement between Reece Builders and e 6 Address A'_ PA City '—Z,0 k) 'q I�IL S State Zip'22 ',ICJL Mr- Email WA I C' /+I- 64f1e7'7_e its \J MAIL CG M Mr:Cell# Rl',42-36P Mrs: Email Mrs: Cell# This agreement consists of the following work, and only that work appearing on this agreement. LOCATION SIZE STYLE MAGIC GLASS IMPACT GLASS LOW -E FRAM I E COLOR VINYL FRAME GRIDS Obscure 11 q!ass STEEL OTHER rw fp— 7 _PANELS fij�- _W ? '/ U) - 3 [2 4R/4 -71 - , 4 r 51 Laz 7 LP _V LI/ a ZP L _12 13 L9tt kja 14 15 16 _17 18 ROOM DR=DINING ROOM KIT=KITCHEN BR=BEDROOM MBR=MASTER BEDROOM B=SATHROOM ROOM GAR=Gara a STYLE ABREVIATIONS: DH=DOUBLE HUNG SH=SINGLE HUNG 2LS=2 PART SLIDER 3LS=THREE PART SLIDER PIC=PICTURE AWN=AWNING CS=CASEMENT TCS=TWIN CASEMENT SGD=SLIDING GLASS DOOR TE B=BRONZE T=TAN Services not performed Systems Not responsible for preexisting conditions Our Company res� vas the right to cahoel any contract. Total Contract $ Credit Card — See Separate Form Price Type Down Payment $ Date Received 1 1 Cash 0 Check 0 # Balance S y To Be Paid 0 pa�sh or Check to crew upon completion of work V/Finance ±jFinance Com an u n completion of work All material is guaranteed to be as specified. All work to be completed in a workman -like manner according to standard practices. Att agreements contin ant u on s4rikes, accidents, ar dale s be and our controE. Owner to ea fire, mado, and other necessary insurance. Upon reading this agreement, and with FULL UNDERSTANDING of work to be completed, and the financing agreement along with what items not to be completed, I/Wa authorize Reece Builders to complete only the above work. I will make my final payment to Reece Builders, or authorize my finance company to make final payment if this is a finance transaction, at the time of completion. Verbal agreements will not be authorized by the customer or Reece Builders. In the event that an item is not satisfactory at the time of completion T'q CUSTOMER WILL ONLY WITHHOLD THE RETAIL VALUE OF THAT ITEM. The r ma der of this agreement will be paid in full at the time of . ie _ The n witl< hot ey for final inspection. Date rl/ tj Owner X AW Representative X Owner X BUYER'S RIGHT TTCANCEL: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. R-2013-5-22 Page 1 a of 2 Builderst` z srxsq Inc. Since 1972 CustomerName, WRIGHT, LYNETTE 22621 mate: 04 f 14 f 23 Address: 6449 ASHVILLE DR. ZEPHYRHILLS33542 Measured By: DALE FVia. Style do Size Grids Color Panels Comments _ __j DOORENTRY i H1T I IMPACT t mt_ )A4 � - Q� i I 4 I i I _50 YA_ —Lr L - I l j M .. i p , . E 35 10 - IR 500 x 12 W )a x ( 1.> "q%/A Grids: NOAla Customer Understands Alann Procedure: ,Existing Windows Wood Vinyl Steel Aluminum A - House style Brick Wood _ Block Comments: Page 2. of 2 7 Builders/Windows, Inc. Since 1972 CustomerNarne: WRIGHT, LYNETTE 22621 Date: 04/14/ 23 Address: 6449 ASH ILL DR. ZEPHYRHILLS 33542 Measured By: DALE GI Color I Panels Comments 13 Fic, WHITEi IMPACT X LIN g4' /'11/ x LA 0 X X X X X X X Grids: —NO Alarm: Existing Windows Wood MMMSM Customer UDderstands Alarm Procedure: PgEF_�,� villyl Steel __ Alumblum Brick Wood Block X Page of Builders/Windows, Inc. Since 1972 Customer Name: WRIGHT, LYNETTE 22621 Date; 04 /14 / 23 Add,ess. 6449 ASHVILLE DR. ZEPHYHILLS 33542 wasured By: DALE No. Style Location 1 size Grids I Color I Panels Comments D T H ATTIC ? WHITE[ IMPAC X 2 ATTIC I I t 41TEI IMPACT! DH � X I? WF I -- X X X X X X X M X i POSSIBLE ADD 0 Grids: UNKNOWN Alarm: PO Customer Understands Alarm Procedure: Existing Windows Wood Vinyl Steel — Aluminum House Style Brick — Wood — X Block �omment NO INTERIOR ACCESS TO WINDOWS --- - , - 411,1123, 9:51 AM Propefty Appraiser - Record Search I ELITE PERMITS LL4 2670 Horseshoe D Naples, FL 34104 r N #208, it Height Above Ground 20 Wind Load (MPH Ult) 150 Exposure B House Length (in ft) 68 House Width (in ft) 40 End Wall (in ft) 4 Design Pressure Calculations (Walls/Windows/Doors) Property Type: RESIDENTIAL/SINGLE FAMILY Project Name Wright - 22622 Project Address 6329 Hawk Grove Ct, Zephyrhills, Florida 33545-4877, US 5---1 KztF�jE] RiskF---Kd Location Notes Entry Door J Bedroom Bedroom Bathroom Office Dininp Room Dininq Room .......... A— A technology of Elite Permits LLC I mm.elitepermils.com Dis-fairn— mhw — ha Mae eu y ~ t .. ure the ecamxcy of the wk,406—, we din not atxopf any rusporisibRy or ffabil7ty for any errors, tnawuracies, or Omissions in the resulls, or for any consequences that may arise from the use of this calculator. Users of this Calculator assume aff risks associated with the use of the calcule ter, -ALEUTE PERMITS LLC Design Pressure Calculations 2670 Horseshoe Dr N #209, (Walls/Windows/Doors) Naples, FL 34104 Property Type: RESIDENTIAUSINGLE FAMILY (800) 366-751 Height Above Ground 20 Project Name Wright - 22622 - 2 Wind Load (MPH Ult) 160 Exposure B Project Address 6329 Hawk Grove Ct, Zephyrhills, Florida 33545-4877, US House Length (in ft) 68 House Width (in ft) End ft) 40 r------- Kzt --1 Wall (in 4 Risk II Kd # Location @ adtlt (in) Height (in) A (SF) Zone DP Norm (+) DP Nos"}(-) Notes I l grorirn 36 61 15,25 5 21,63 -28,93 DH 2 3 4 5 6 7 -50- ------ r- A- A technology of Elite Permits LLC I www,e4itepermits.com Discleiver,- We we have made every effW toe the accuracy ofthe calctselion, M do not acceis! any restionskoixy or flatolty W any ance, inaccuracies, or onustawas to the results or for any consequences that may arise treat the use of this calculator. Users of this cefoulaturassurrie all risks associated with the use afthe oak4itator. BOSS Home Log In User Registration I Hot Topics Submit Surcharge Stats & facts Publications Contact Us i OCIS Site Map Links Search dbUSER: (A Product Approval r Public User > E[,idUgLAppLqXdMe > Lkp tj is > Application DOW R W Y , I W I PON FL FL28486-R3 Application Type Editorial Change Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email rtrzlff_�= Referenced Standard and Year (of Standard) l J,TGOT OWWt4ff1f&Tf, 2��= (570) 339-3374 tony@cwbyrpi.com Offiffm Tony Procoplo 2000 Locust Gap Hwy -Moulit Carmel. PA 17,V,1 Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 00300�11 Date Submitted 04/20/2022 Date Validated 04/21/2022 Date Pending FBC Approval hftps:/Ifloridabuilding.orgtpr/pi_app_dfti.espx?param--wGEVXQwtDqvsWZ7iutEqYpU7vOmiZjgUzlION9p7MaylbdizaOn8lA%3d�/�3d N 1/2 8/19122,1:22 PM 04/22/2022 i FL I Model, Number or Name 28486.1 i Series 8313 Vinyl Tilt Double Hung Window Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ* Yes 1 Impact Resistant: No Design Pressure.- +501-50 Other: xescription Series 8313 Vinyl Tilt Double Hung Window 53 x 77 Non - Impact Through Jamb Anchoring. . . ... ........ . ...... . ....... Certification Agency Certificate FL264B 5 R3 C M; N1911MI-M-2df Quality Assurance Contract Expiration Date 10/31/2028 installation Instructions FL2848fi 9 1 -8312=QH !jp _L •_df Verified By: Robert 3. Amoruso, P.E. FL Ucense No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL28486 R3 AE-RERN 2 F 6 8 H S nrif Created by Independent Third Party: Yes El = g2ntawu r1we -TWIMame-e-FLUM ?%-qr-LULAV-;MA ,a:: Z01-Wat _ The State of Florida Jean AA/EEO employer. CQQydqht2QQ7-ZQj3 State Florida 1: Z[NAV_$tjteM Mt= At _9LEL_ qa;: ASF��;: Alfgad = Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click b9M, Product Approval Accepts. MWIMEam Credit Card safe OEM= https:ltfloridabuilding.org/prlp_a1pjtl.aspx?param--wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUzilON9p7MaylbdizaOn8lA'Yo3d%3d 2/2 U uj cy— u- 2. WOOD FRAMING, 2X WOOD BUCK. METAL — AND CONCREYSMASONRY OPENING To BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND CONCRETEMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER CONCRE rEIMASONRY IS OPTIONAL WHERE IX BUCKS ARE USED, INSTALLATION ANCHOR$ WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETSMASOIM SUBSTRATE. WHERE IX BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE MASONRY SUBSTRATE, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR WNBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 4.1. AAMANVOMAICSA I01jLS.ZA440-11. SEE TEST REPORT NO. NCTLAIW21524-2, DATED 10/16118 By NATIONAL CERTIFIED TESTING LABORATORIES, YOW, PA. 6" MAX, S. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC O.C. (Typ.) 52. REINFORCEMENT: 6.2 GALVANIZED STEEL TUBE -TOP RAIL OF SASH AND INTERIOR MEETING RAIL 5.2.2. U-SHAPED GALVANIZED STEEL . BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: ZZA m (0,870r) NOMINAL O.A. ION COMPRISED OF 2 LITES OF 3=t (GA 19') TEMPERED GLASS AND 16.05M. (0.632*) STAINLESS STEEL SPACER (TYPE SS-D). INTERIOR GLAZED AGAINST A (2),LEAF DUAL DUROMETER BACK BEDDING AND A SNAP -IN (2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING DEAD, 6.2. AS TESTED GLAZING MEETS ASTM E1300-092 FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAfWDMA/CSA 10111.S.21A4440 SHALL BE ALLOWED PER ASTM EI 300 IN NON44VHZ LOCATIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING IIHIM. SHIM WHERE SPACE Of 1116' OR GREATER DOCUPS - MAXIMUM IMUM 9-3/8" MAX. ALLOWABLE SHIM STACK TO BE V4'. 0. C, (Typ.) 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3116- FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 lir MINIMUM EMBEDMENT INTO CONCRETE WITH 1 IV MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 2MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE .1. I'TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT 14EAD WOOD SCREWS NTH SUFFICIENT LENGTH TO ACHIEVE A 13/8' MINIMUM 6" MAX. EMBEDMENT IWO SUBSTRATE WITH 3/4"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR O.C. E (Typ.) LOCATIONS HAVE i- I'TOLERANGTO ACHIEVE 3 THREADS It FOR ANCHORING INTO METAL STRUCTURE USE #JO FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION$ AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -/. I' TOLERANCE. 11 ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 111* WOOD - MINIMUM SPECIFIC GRAVITY OF G-OA2 131CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 113. MASONRY - STRENGTH CONFORMANCE TO ASTM C-00, MEOW WEIGHT WITH DENSITY r 117 POP 13A, METAL STRUCTURE: STEEL ISGA (0.042W), 33KSI OR ALUMINUM 6063JS 0.049'THICK MINIMUM NOTES: t MAXIMUM TOP SASH SIZE: 49.06Y X 37.188r; MAXIMUM BOTTOM SASH SIZE: 60' X 37- 2 MAXIMUM TOP SASH DI.O.: 45,563'X 33.376"; MAXIMUM BOTTOM SASH D.L.O.: 46.813- X 33.188' 3 0 " U 938X 0.2SWEEP HOLE AT 1'FROM EACH END OF EXTERIOR SFACE. 4.1 ' 2-r X 0.a"WEEP HOLE AT 3.625'FROM EACH END OF EXTERIOR SILL FACE. 5. 0,375'X 0375WEEP ROLE AT EACH END OF INTERIOR SILL TRACK. r53" MAX. FRAME WIDTH --I ELEVATION EXTERIOR VIEW •�TAISLE OF EISEHEEET �CONTENT DESCRIPTION E ATION AND NOTE LEVATION,ANCHORING AND NOTES N N INSTALLATION ,DEETAILS � I 3 BILL OF:M:ATERIALS 'IL +50.01-50.0 VW34907-1m I (L w 99 1, t r1j R.bed J. Amww. P.E. fh.id. P.E. No. 49752 *: f N 49752 %0-, �1I, STA E OF 1.&WS Digitally signed by Robert J. p1re produd D"ign Gr-p, U-C PO Sw 520776 LonI;mood,FLW52-W?5 321490-11861rP=m FBPECwtftw.fAuh.ft-ftn No, 25M INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. EXTERIOR WINDOW HEIGHT PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES I TO 3 THIS SHEET. 0, m I•rf 'i1j4W # -jai 3AF2r, 141.4 6 1/4" MAX. SHIM SPACE INTERIOR 1/4' MAX. SHIM SPACE MIN. EMBEDMENT, INTERIOR SEE NOTE 5 THIS SHEET. INSTALLATION ANCHOR. WOOD ;'.HIM PACE i. i —SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED. MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. EXTERIOR PERIMETER SOT BY OTHEI WIRDI 1100m -- It WOOD FRAMING, 2X WOOD SUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED &Ltino —NOTES- 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: IA. WOOD FRAMING 1.2. STEEL STUD FRAMING AND 13. CONCRETE AND/OR MASONRY 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL, WHERE IX BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1116"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 6. SUBSTRATE ANCHORING METHODS: 5A. FOR ANCHORING INTO CONCRETEMASONRY USE 3/16FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH To ACHIEVE A I 1W MINIMUM EMBEDMENT INTO CONCRETE WITH I Ifff'MINIMUM EDGE DISTANCE AND I" MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I" TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD Wool) SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4' MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORLOCATIONS HAVE +/- I" TOLERANCE. 5,1 FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SW OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH ag"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I'TOLERANCE. 6, INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112 S �` Robwl J. Amo(L%% PE. Fwdapzma.49762 zq-f N 40752 •Z Digitally signed by Robert I Amoruso, P.E. Date: 2018.11.21 10:44.42 -05'W PTC P.&.t Design Gmp, LLC PO Sm 620775 Lmq.00d, FL 3275ZWTS ul-1786 k*4btwp—" No.25M TIM as 5:)0 jw9 �w 0 0 ZFD ga P.ben J. AflM1tU F.E. Ff.ift RE No- 49M 4076 Digitally signed by Robert J. Amoruso, P.E. Date: 2018.11.21 10:44.19 -05'00' "C P,.dd D"m Grow LLC m Box 520776 LonWtOW, FL 32752-O775 321-690-178$ kr — FS;W, Cedft.W fA.We—*. N.. M35 dapua Approval V NWIC User , pr se h > 8Qqk=2n -:j� --U51 > Application Detail EmFL # FL21705-R5 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the FCC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/ Phone/ Ema I I WES E JELD-WEN 3737 Lakeport Blvd KI math Falls OR 97601 #1WLW0k&YLijLW'= 3737 Lakeport Blvd, Klamath Falls, OR 97601 (800) 535-3936 Exterior Door's Sliding Exterior Door Assemblies Certification Mark or Listing Steven M. Urich, PE G Validation Checklist - Hardcopy Received RABAmd AAMA/WDMA/CSA 101/l.S.2/A440 ASTM E1886 ASTM E1996 Approved Evaluation Entity I Product Approval Method Method 1 Option A 91 Date Submitted 11/18/2020 Date Validated 11/18/2020 Date Pending FBC Approval Date: Approved 11/23/2020 FL Model, Number or Name Description 21705.1 Premium Vinyl (V-4500) Multi -Slide Patio Door 283,75" x 96" Insulated Glass (3/16" out mommum Tempered - 5/16" SGP Lam in) (XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21705, R XXX Approved for use outside HVHZ: Yes PQ5g 2 4x96 WZ3 Ngw. Impact Resistant: Yes Quality Assurance Contract Expiration gate Design Pressure. +50/455 03/21/2026 Other: Wind Zone 3 Installation Instructions FL21705 R5 11P T= P4T XXX F P 284x96 SS m Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21705 R5 RE P R673i SS 202QZQS- 9 pqf Created by Independent Third Party: Yes 21705.2 -:]:Premium Vinyl (V-4500) Multi -Slide Patio Door 190,75" x 120" Insulated Glass (3/16" out Tempered - 5/16" SGP Lam in) (XXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21705 R5 C CAC XX -P - 9 Approved for use outside HVHZ: Yes 55 WZ3 New.p ,( f Impact Resistant: Yes Quality Assurance Contract Expiration pate f Design Pressure- +50/-55 03/21/2026 Other: Wind Zone 3 Installation Instructions FL21705 R5 II PP F 9 0 SS 20,E -01- 4, Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports P& i Created by Independent Th"srd Party: Yes l 21705.3 Premium Vinyl (V-4500) Multi -Slide Patio Door 72" x 80" Insulated Glass (1/8" out ( Tempered - 5/16" PVS Lam in) (DX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No . Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/21/2026 Design Pressure: +50/-65 Installation Instructions Other- Wind Zone 3 F PV T L T X F C Verified By: Hermes Torero 73778 3 Created by Independent Third Party: Yes I Evaluations Reports 13y Independent PEA„ 390 S Pill -Q es �. Created by ndependent Third Party: Yes Of flail¢ KE �grttact U", :: ?6�a Bia+r Stead. iaila�as�e�.�,..�2 R �n The Sots of Florida is an AA/ EE0 employer, z. -n. rat'�itQ7-ZL?i taY� €�# rerfda. ;: �'r:y, S"a' t1C :; Rc� t r i = 7: R fun Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mai , If you have any questions, please contact OSO.487,1395. -Pursuant to section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emi uis provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, PS., please elicit here_ x EM %E AiYCiiO K II.s YNNEONSM I I/?,* MaeEMm. Installation Notes: I Seal flangelframe to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typicall ' 2. Use #8 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 11/2" into the wood framing, For 2x wood frame substrate (min. S,G. = 042) 3. Use #8 PH or greater fastener through the pre-dritted holes in the head, sill and side tracks at the center (2) lowers with sufficient length to penetrate a minimum of 11/2' into the wood framing, See additional details for location and spacing. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure, The host structure is the responsibility of the r of record for the project of installation. 0141(of v Ikl , ' L ma'"ANWIlks QAZ_1N_C, P�Aft S-4: 2:1 VERTICAL SECTION M AIL 'IN / TIJRU JAMB INSTALLATION ................. Max Frame -- - ----- -- 'P IMPA I 283 3/4 x 96 5 —55 1 YES I 1+ 0 ....... .... .... ....... .. _-- ------- -- WINNONE 3 General Notes: 1, The product shown herein is designed,tested and manufactured to comply with the wind load afteda of the adopted International Building Code (IBC), the International Residential Code (IRC), the curre, Florida Building Code (FBC) and the industry requirement for the stated conditions, 2, All glazing shall conform to ASTM E1300, 3, At ininimum, glazing is 5.0mm tempered - 13.Omm airspace - 310mm annealed - 2.3mm SGP Intedayer by Kuraray - 3.Omm annealed insulating glass, 4, Use structural or composite shims where required. 1 DATE: 3737 LAKEPORT BLVD. 051/?7/2020 . ..... ...... M Wei SMEJELDWENKLAMATH FALLS OR, 97601 J.HAWKINS PHONE: (800) 535-3936 CHEC.D511 D.CROWELL �i_ Premium Vinyl Multi -Slide Patio Door - WZ3 1GOOSSEN 6-Panel 4-Track XX)=P Jamb RECM W, REPORT No, CZ a . M 110-16-141 PremVinvilitTSLI)R4 C4it ]'�6' A 14� of 14 Ve ..— tact 0—.E SEE kWNIWWG MS roR "Sn"ER uxgl% Installation Notes- Iflangelframe to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2. Use 414 PH or greater fastener through the pre -drilled holes in the head, sill and side tracks at the center (2) towers with sufficient length to penetrate a minimum of 1112' into, the woW frafning, See additional details for location and spacing. For 2X wood frame substrate (min. SG = OA2) 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. TW sdardule addresses taq ft facterrers tWed to ancror ft uril to adueve the rated derrign pressure and' {vdkee to the instaflaborr process and does rmt addreas the suaft that may ease in dWereal wal courfifirers. Forthe wntiffer instagati}n procedure, we ft iftstrucirens packaged wale the urat or to to DISCLAIMER: Tres drawer and its codbrias are corvWardkit and are not to be rorcoduced or crikd Li whole or in pad a, used of disdosed to othres tompt as aborized by JELD-WEN lot. Em . f WS QLA 0,09_00AIL 5..W: ZA f-RAMLIMIMIATY?) VERMAL SECTION THR01jGH FRAME INSI'ALuvrION HORIZONTAL SECTJON M cox Frarr , DP I IMPACT' 1 4 x 96 1 + 283 3/5 NO-- 5 YES .. . . . ......... -1 - — ------------ -, ---------- I I WINDZONE 3 .... . ..... . ........ General Notes: 1The product shown herein is designedtested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the curre Florida Building Code (FBC) and the industry requirement for the stated conditions. 2, All glazing shall conform to ASTM E1300, 3. At minimum, glazing is 5.0mm tempered - 13.8mm airspace - 3.0mrn annealed - 2.3mm SGP Intertayer by Kuraray - 3,Omm annealed insulating glass, 4. Use structural or composite shims where required. ra 3737 LAKEPORT B JELRWNKLAMATH FALLS OR, 97 PHONE: (800) 535-39It .. . ....... ....... ...... . . ---- -- - - -- — - _- ------- ----- --------- --------------- --- TITLE: AMMED BY: Premium Vinyl Multi -Slide Patio Door - WD IGOOSSEN 6-Panel 4-Track XXXXXP lamb RECORD No, D014907 i�kxffw__ 110-16-141 . Nrc: _R4,s,_1RF�v. A 1 PrergV1nyiMT3LD I HE WHO Dw;s Or', FASTENER 10CAt"S Installation Rates: 1. Seat flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2, Use 3116" tapcon or equivalent fasteners through the pre -drilled Wes in the head, sill and side tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 11/2" into concrete or masonry at each location with a 2 1/2" min. from edge distance, For concrete (min. (c = 3000 psi) or masonry substrate �CMU shelf adhere to ASTM C90), I Host structure Jwood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure, The host structure is the responsibility of the architect or engineer of record for the project of installation. 44W+Jfjoti. This schedule addiesses Only the Fasteners reqwad to an&a the unit to achieve the rated design Wessure add khract dedo—ece "whent applicable) up to the size fimblions mated. It is not" as a qukl� to the in process and does riot address the sealeg consideration OW may wise in dftent wall conditions. For the compleat mstalakn, procedure, see the Irstructions packaged with the UrA Or go to E UNNNINNIMN"lia FN CONCRETE/MASONRY INSTALfATION FRA649-JAMP UpRON-02) HORIZONTAL SMION hoax Fran � GF'"5jcu Q x f 2 8 3 3/4 96 1+50 -55, YES—! .. ......... .... General Notes: 1 The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E 1300. 3. At minimum, glazing is 5.0mrn tempered - 13.8mm airspace - 3.Omm annealed - 2.3mm SGP Intedayer by Kuraray - 3,Omm annealed insulating glass. 4. Use structural or composite shims where required, offlyntam TTTLE: 3737 LAKEPORT BLVD. P-712020 JELRWENKLAMATH FAUS OR, 97601 NTS PHONE: (800) 535-3936 Premium Vinyl Multi -Slide Patio Door - WD 6-Panef 4-Track XXXXXP Jamb SET ANCHWNG DW,S FOR'MTENER LCXAMRS T,1J1JC,AL_ ELEVkJV'_ WITH LA. I ffP Nr Installation Notes* I Sea] flange/frame to substrate, Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical) 2, For anchoring into metal framing use #12 TEK Self -Tapping screws with sufficient length to achieve a minimum penetratation of three threads past the frame thickness. Steel substrate m1n.18ga., fy = 33 ksit, 3, Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the resporisibility of the architect or engineer of record for the project of installation. This schedule addressed catty the fasteners required to aWW Qrs Unit to whrere ate rated dositpr pressure and impact dedowwce (where applicable) up mitre size fiffgafim noted, 4s not" as a gjida Is the instalawn process am (bes not aftess the sealinit consideration that may arise 644ferent wallewdiion. Fortin compete inslaflakn WAure, see the hstrmbors packaged with ft ura or go to warrexard. nit DISCLAIMER This drawin arTd Its contacts are confidential ad are not to be reproduced or mpWd in white vf in W or used at disdosed to Tdues excW as atithofized by JELDVEN Ince. i A.11F1=1 acme: 2:t VERTWAL SECTOGN T/4 . I stew sp, ,a 'U"r r Orr, 51 T_ SDOE DuTA i__ ".0"t" OF 1"KE TH At STEEL INSTALLATION FRAME ATM HORIZONTAL SECTION Max Frame DP IMPACT 283 3/4 x 96 —551 YES ........ .. WINDZONE 3 General gotes, 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the curm Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300, 1 At minimum, glazing is 5.Omm tempered - 13.8mm airspace - 3.0mrn annealed - 2.3mm SGP Intedayer by Kuraray - 3,0mm annealed insulating glass. 4Use structural or composite shims where required, R_ _6RAWWiW'. 05/ 3737 LAKEPORT BLVD. IEL AMAR KLTH FALLS O, 97601 SCALE: D-WEN - J.HAWKINS QiECrED BY: PHONE: (800) 535-3936 TME: D.CROWELL APPROVEO BY. Premium Vinyl Multi -Slide Patio Door 1GOOSSEN 6-Panel 4-Track XXXXXP lamb RECORD No: D014907 REPORT W 110-16-141 CAD DWG, No- SHEET 4 of 14- 1 PremVinytMTSLDR4 C — &€C aNCHMk D.Gs a' I� I) o' �IPKAL EUMT19h WITH fA5T1AO..SF*.refi EM Installation Notes: 1 . Seat flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical), Z Use #8 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 11 IT into the wood framing. For 2x wood frame substrate (min, S,G. = OA2) 3Use 8. or greater fastener through the pre -drilled holes in the head, sill and side tracks at the center (2) towers with sufficient length to penetrate a minimum of 11/2 into the wood framing. See additional details for location and spacing. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of project of installation. 5Use #8 PH or greater fastener through hook strip 6" from ends and 12" O'co This SO*&* addresses " Me fasteners mWvd to WrOv the UrA 44W to witiew ftw rated de"a pressure and Opact pW--,e twsere aplkaule) up to he M fimbluds wted, ft is not Waded as a 7,ricle to Inainttrn process and does not addrev; the sea" 400, 00 conwerafi0a that may arise in different wal car ens. For tip 40, ccialele tnstallation procedure, see the kisto Oons packapil vvb file UOR 01' 90 to DISCLAMR: Ttiia dmwkq and Jis orft* are corffidentW ad are not to be WO&Xed Or WPW in Wh* or in part or law Or d4ckmd W Oftt$ 1 aexW as a0mized by IFLD-WEN In, NAILFIN / THRU JAMB INSTAL[ATION — ------- -- Max Frame IMPACT; -283 3/4 x 96 + - 50 —55, YES I WINDZONE 3 ....... ... General Notes: I. The product shown herein is designed,tested and manufactured to comply With the wind load criteria of the adopted international Building Code (113C), the International Residential Code (IRC), the curren)l Florida Building Code (FBC) and the industry requirement for the stated conditions, Z All glazing shall conform to ASTM El 300. 3, At minimum, glazing is 5.Omm tempered - 13.8mm airspace - 3.Omm annealed - 2.3mm SGP Intedayer by Kuraray - 3.0mm annealed insulating glass, 4Use structural or composite shims where required. k DMWN M SCALE: NTS 1HAWKINS ------ ---- - TITLE: D.CROWELL I AW BY: J.GOOSSEN D014907 338 REPORT No: 110-16-141 Premium Vinyl Multi -Slide Patio Door - WE 6-Panel 4-Track XXXXXP Pocket SEE ANCKWNG DWCS Eno WIFLI! I?CATJI?M Installation Notes: 1 , Seal fangelframe to substrate, Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). Z Use #14 PH or greater fastener through the pre -drilled holes in the head, sill and side tracks at the center (2) towers with sufficient length to penetrate a minimum of 11/2' into the wood framing, See additional details for location and spacing, For 2X wood frame substrate (min. SIG = 042) I Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation, 4. Use #8 PH or greater fastener through hook strip 6" from erKt&AO Tt� schedules adcitessses Unit, rab fasteners rrainrmd K, an&a ind Una to whim the rated design Pressure and vSW perdunance (Mete Wkablli) UP tO the diZO Jiff4abans wled, It is not Wanded as a quA to to Irdwadon Process and den M address the searl WNWINsabe that may arise in different WA cmditiDm For the 0M*ta in"afm Procedure, us the hshaims pa&aWd Sviin ind WEE of go to DISCWWAI This drawing am ft cWtards &e cDoWentw and we to to be repodt"d or witted in wh* or an part or used or disdosed to Arers except as auttenized by JELDViVEN Inc, I qz- .. 9.WVaE`n — — V�cz , WS, l) FF UL 711 M i ,rl-lR0UGfJ F'RAMF,' INSTALLATION HORIZONTAI SECTION - - -------- M---ax 3 3/4- x YES WINDZONE 3 . . ... ......... General Notes: 1 - The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the curre. Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El 3W 3, At minimum, glazing is 5,Omm tempered - 13.8mm airspace - Mmm annealed - 2.3mm SGP Interlayer by Kuraray - 3.0mrn annealed insulating glass. 4, Use structural or composite shims where required. MAWN M 11HAWKINS CHECKED Blr� t I D.CROWELL APIRROVED BY: 1GOOSSEN D014907 110-16-141 3737 LAKEPORT BLVD. JELRWENKLAMATH FALLS OR, 97601 PHONE: (800) 535-3936 TP M-MMMMM-11677 1111n 6-Panel 4-Track XXMP Pocket Cert � REV: A 1'"" 6 of 14 ILE AACI�W G DWtS lOff CASIENER LDCAUMS TTF UL, LLEYAWN- WMILYAUENU- 52AC'N9 Installation Notes, 1, Sea] flangelframe to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical), 2. Use 3/16" tapcon or equivalent fasteners through the pre-driffed holes in the head, sill and side tracks at the center (2) towers with sufficient length to penetrate a rnminfurn of 11/2' into concrete or masonry at each location with a 2 1/2' min. from edge distance. For concrete (min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the projed of installation. 4. Use #8 PH or greater fastener through hook strip 6' fro%i This schedule addresses only his fasteners required to anchor the vM to achirne the rated de"n pressure and Ingiad nerfounance (where wp*&mj op to the sire fiffetWirras noubl, ft is not inlanded as a ode to the Installation proem and am not address the scaling consideration that my arise in different wait conditions, For the =&W Installation procedure, see the kx spa0apri with the unit or W to www'Old-Wen.cowresourcm—nnsulation, DISCUMMEP, This drawintf and he contents are confide" and am not to be repriduced ;v wood in whole or In W or used og disclosed to atfrens except as a&yired by JELD-MN Im M—DWAI 2; 1 WC119-M."Ll1p) CAL SEMON CONCRETE/MASONRY INSTALLATION Amp) HOFUZONTAL SECTION M----a-- x Frame-- I CAP -THIAPACT 11 3/4 x 96 WINDZONE 3 ... ... . ......... . ....... General Notes: 1The product shown herein is designed,tested and manufactured to comply with the wind to criteria of the adopted International Building Code (18C), the International Residential Code (IRC), the curre Florida Building Code (FBC) and the industry requirement for the stated conditions, 2. All glazing shall conform to ASTM E1300. 1 At minimum, glazing is 5.0mm; tempered - 13.8mm airspace - 3.0mrn annealed - 2.3mm SGP Interlayer by Kuraray - 3.0mrn annealed insulating glass, 4Use structural or composite shims where required, DATE 3737 LAKEPORT -FEL19roWENKLAMATH , KINS NTS FALLS OR, 97 J PHONE: (800) 535-39 1HAW �E D.CROWELL APPIR , GVE , DBY - : Premium Vinyl Multi -Slide Patio Door - WD 1GOOSSEN RECM NO: 6-Panel 4-Track XXXXXP Pocket D014907 110-16-141 CAD DWG. No.: EEEf 'PrerrTViny1MTS1 A 7 of 14 SEE ANCHORMG DW15 ipR FASTENER N�Tf!?Ns Installation Rolew I . Seal flangelframe to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2. For anchoring into metal framing use #12 TEK Seq-Tapping screws with sufficient length to achieve a minimum penetration of three threads past the frame thickness, Steel substrate min, 1 ffga, fy = 33 ksi. 1 Host structure (wood buck, masonry, steel) to be designed and anchored to propedy transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4Use #8 PH or greater fastener through hook strip 6' from ends and 12" o.c. 4 asr (Z i S.Sl vss S* 2A EF_AME_Sf,r,h9N VERMAL SECTION STEEL INSTALLATION 40RIZ633TAL SECTION - — - -------- Max Frarrie P A C"T ... ... ... .. .. ............ - I 2�, 3/4 x 96 0/-55 Yff +5. WINDZONE 3 General Rotes: 1The product shown herein is designed,tested and manufactured to comply with the Wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the curre, Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shag conforrn to ASTM E1300. 3. At mirtimum, glazing is 5,0mrn tempered - 13.8mm airspace - 3.Omm annealed - 2.3mm SGP Interlayer by Kuraray - 10mm annealed insulating glass. 4, Use structural or composite shims where required, DATE: 3737 LAKEPORT BLVD. 05/27k?PZ9-, - 'YEL]DWENKLAMATH FALLS OR, 97601 DRAWN M J.HAWKINS NTS PHONE: (800) 535-3936 6ii6iiii D.CROWELL T I TL E� 1 Premium -Slide Patio Door Vinyl Multi 1GOOSSEN 6-Panel 4-Track XXXXXP Pocket D014907 110-16-141 PrernYinyWTSLDR4 Ced A 8 of 14 • E_o ANCHOR PATTERN LOCATED IN TRACKS 2 & 3 SHIFT AS DETAILED ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMS Ej�> THRU FRAME INSTALLA71ON zo 0A72 THRU TYP -J 0.375 T THRU FIRST & SECOND WALLS TYP DETAIL F TYPICAL HOLE SCALE I : 2 m m VIEwa SCALE cm NOTES: U�>ANCHOR PATTERN LOCATED IN'TRACK 2 SHIFT AS DETAILED ..\:!TIED<: NT.U© . . I ALL HOLES aALLte»O IS . BE CENTERED WITHIN .\:TRACK TOWERS IN \, , )NAX FIN INSTALLATION OJ #q TYP �LJ 0.375*FIRST l SECONDWALLS TYP rill ;y � ; ! \\ «.. \f . DJgt. A SCALE2 NOTES: I ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SI OF EACH CLOSED POSITION PANEL HOR PATTERN LOCATED IN TRACKS 2 AND 3 TOWER AT EACH INTERLOCK AREA FjV>1 ANCHOR AT ENDS LOCATED IN TRACK 2 TOWER BOTH HEAD AND SILL P 4 ANCHOR PATTERN LOCATED IN TRACK 2 & 3 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ;CONFIGURATION FOR PG35150 DOORS WITH THRU FRAME INSTALL ocr i DETAIL M SCALE 1 / 8 LENGTH/(# OF PANELS)/2 LENGTH/(# OF PANELS) TYP 6TYP - m PC N<T 3 TYP ---- - ----- 7- am . . . . . . . . . . 6.724 4271 . . .. .... -l/ EXT I ........ . . ........ . . -1-1----,-,---.. 1- i �- - - --- - LENGTH({ # OF PANELS) TYP - EXT iPATTER 1 1/2 TYP tN PATTERN DETAIL N SCALE 1/ 8 0.172 THRU TYP LJ 0375 -f FIRST & SECOND WALLS < 6124 DETAIL Q TYPICAL HOLE SCALE 1 :2 0, lzok DETAIL P EXI SCALE 1/ 8 1"1*' DO NOT SME DPA M 6.724 7— . .. ... ..... .... DETAIL S EXT I SCALE 1/ 8 3 TYP t 1.5 TYP 6.724 EXT I PATTERN DETAIL T SCALE 1 / 8 LENGTH/(# OF PANELS)/2 R NOTES: I ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT READ OR [�j� 1 ANCR6A PER PANEL L*Qh�" IN TTACr 2 TQWER7M J� ALIGREWW" CEKEA� !,Itjl OF EACH CLOSED POSMON PANEL E.�>ANCHOR PATTERN LOCATED IN TRACK 2 TOWER AT EACH INTERLOCK AREA E,�>l ANCHOR AT ENDS LOCATED IN TRACK 2 TOWER BOTH HEAD AND SILL !_��)TYP 3 ANCHOR PATTERN LOCATED IN TRACK 2 TOWER APPROMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA I �CONFIGURATION FOR PG35150 DOORS WITH NAIL FIN INSTALL LENGTH!(# OF PANELS) TYR _ <j-Ti EXT I LENGTH/(# OF PANELS) TYP 0,172 THRU TYP J L-J 0.375 T FIRST & SECOND TYP ... . ........ DETAIL U TYPICAL HOLE SCALE I : 2 UNDER IV-W ± 1/32 A 3.1 OVER IV-01 ± 1116 Ax fl.02 ANGutAA t V XXX * .006 641i k�i� —y izaf��6 UEIGHT * 1/16 WIDTH * 1116 MMUON f 1116 TRACT= 11/32 u 1/201 ' 3737 takepod Sind. - 1 j MaMaM F^ OR 97W Phom: (541) 882-34511 im DETAIL AC SCALE 1j8 own TYP POSITIONSI ALL HOLES IN ALL BE • WITHIN TRACK TOWERSR OR SIL] OF • D POSITION INTERLOCKEj�>ANCHOR PATTERN LOCATED IN TRACKS 2 & 3 TOWER AT EACH • • • • • :• • L�)TYP 4 ANCHOR PATTERN • 'TED IN TRACKS 2 & 3 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INMLOCK AREA ♦ •" 4 POCKET DOORS [Y)POCKET HEAD AND SILL R qAA >AB �. AC 624 � w c 3 — t f e off EXTI DETAIL AA SCALE 1 C 8 EXT _. . O� 172 THRU TYP �" �• L..J 0 375 T FIRST & SECOND WALLS "tYP t EXT 1 DETAIL A€3 SCALE 1 / 8 TYP am 2.1 [*�-*jffwftj lx;qwwg 11", NOTES: I ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR Sl Sim LENGTH/(# OF LENGTH/ PANELS& POCKETS)/2---(#OF PANELS& POCKETS) AE FG AH AF ......... ... � . . ..... ------------ :71 72 6,724 - ------ ----- -- . ..... 111111- ... . ...... . . DETAIL AF EXT I SCALE 1 t 8 EST PAT -TERN, SYM O172 THRU TYP 0.375 _f FIRST & SECOND WALLS TYP V EXIT I DETAIL AG SCALE 1 / 8 1/11/23; 2.48 PM Florida Building Code Online aV, BCIs Home I Lag In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications i Contact Us I BCIS Site Map Links ISearch a1liL8 Proiduct Approval USER: Public User Product.Aonroval Menu > Product pr Apollcaizign. Search > ApoBcatlen List > Application Detail '- FL # FL11409-R13 Application Type Editorial Change Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 Cony@cwbyrpi.com Authorized Signature Tony Procopio tony@cwbyrpi.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570)339-3374 joek@window-pros. info Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) 5tLnciard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/1,S.2/A440 2011 ASTM E1886 2012 ASTM E1996 12a TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/lfloddabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqv8JyggZ9WuEBsxLzV2GSVffts4zeaSNqzYfUu%n2f2cEALQ%3d%3d 1/3 1111123,'2:48 PM 4r,T?,rF'-MMGr,Re• • M FL11409 R13 E lily EEPNo2518 Rev2 FL11402 3000- 4000 5105 5108 5110 6613 7713 F sa,psff Product Approval Method Method I Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 PL # Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No P!Lf Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2027 Design Pressure: +70/-70 Installation Instructions Other: FL11409 P13 II RPLSQ053 PevA 3000-4QQQ_E_jLp-d-f Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Patty: Yes Evaluation Reports FL114Q9 R13 AE PERNo2518 Rev2 FL11409 3000- 50 6613 7713 F ss. df 4000 5105 5108 Created by Independent Third Party: Yes 11409.2 Series 5105 Series 5105 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R13 C CAC N1006317.01:-_R_2,p_df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure. +55/-55 Installation Instructions Other: FL11409 R13 II RPLS0054 RevA 5105_ F_s&p_df Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 400-0 5105 5108 5110 6613 7713 F ss,pd Created by Independent Third Party: Yes 11409.3 Series 5108 Series 5108 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL11409 R13 C CAC N1009420:.RS�pdf Approved for use outside HVHZ., Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11409 B13 Il RPL80059 RevA rj nq F cs ndf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss,p !Lf Created by Independent Third Party: Yes 11409.4 Series 5110 Series 5 110 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes FL11409 R13 C CAC N1011103-R3.pdf Approved for use outside HVHZ.* Yes Quality Assurance Contract Expiration Date Impact Resistant* Yes 04/30/2027 Design Pressure: +55/-65 Installation Instructions Other: FL11409 P.13 II RPLS0073 RevO 5110 F ss.p&f Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 1 4000 5105 5108 5110 6613 7713_E_ss.pdf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app__dti.aspx?param--wGEVXQwtDqv8JyqqZ9WuEBsxLzV2GSVfYts4zeaSNqzYfUu%2f2cEALQ%3d�/`3d 2/3 1/11/23,'2:48 PM 11409.5 Series 6613 Florida Building Code Online Series 6613 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ. Yes FL11409 R13 C CAC N1011688-R3.pg1f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11409 B13 II RPLSQ074 RevQ 6613 F ss.pLf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 agy2 EL11409 3000- 4000 5105 5108 5110 6613 7713 F s5..... Created by Independent Third Party: Yes 11409.6 Series 7113 Series 7113 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLI_1409 R13 C CAC N101I585-R3.p!j_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 04/30/2027 Design Pressure: +50.0/-50.0 Installation Instructions Other: FL11409 R13 II RPLS0075 RevO 7113 F ss.pdf Verified By: Roberti. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 &13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss,'$ Created by Independent Third Party: Yes EE E9 Co ntact Us :: 2§0111air Stogy e Road, Tallahassee FL 32399 EiIqatLAaq:jaZ:j� The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida,:: Etyacy Statement Accessibility Statement :: BaaMg Statement -atigk_ __ _5_ Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , F1gQQXz_MQ 1"EMN https:llfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqv8JyqqZgWuEBsxLzV2GSVfYts4zeeSNqzYfUu�/�2f2cEALQ%3d°/�3d 3/3 SERIESREGENCY PLUS., INC. t IMPACT VINYL FIXED WINDOW 72" MAX FRAME WIDTH 6" MAX — 10" MAX O.C. 6" MAX 6" MAX 1.—.- 10" MAX O.C. _ — 72" MAX FRAME HEIGHT i_- 6" MAX. ELEVATION EXTERIOR VIEW NOTES: 1. MAXIMUM D.L.O.: 66" X 66". TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IMPACT RATING +6 0t 56 U LARGE AND7SMATLLMISSILE IM HVHZ AND WIND ZONE 4, MISSILE LEVEL D NOTES: 1_ THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE, WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAB 203. SEE TEST REPORT NO. NCTL-110.9699-1 DATED 1015/05, SIGNED AND SEALED BY HOWARD E. RUPP, P.E. BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA FOR DETAILS, 5. MATERIAL: 5A. FRAME: EXTRUDED RIGID PVC. 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 15t16" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAM[ LITE OF 3/16' ANNEALED GLASS x 0.100" EASTMAN CHEMICAL SAFLEX PVB INTERLAYER x 3116" ANNEALED GLASS, DESICCANT STEEL SPACER, 13/16' TEMPERED SACRIFICIAL LITE. INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT) AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16" GLASS BITE. 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3, ALTERNATE GLAZING MEETING THE REQUIREMENTS OF MA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300. 6.4, SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER, GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS REQUIRED, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1116. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3116" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO CONCRETE WITH 11/8" MINIMUM EDGE DISTANCE AND I' MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +F I" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 SIB" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -P V TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE N10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE I/- l' TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD- MINIMUM SPECIFIC GRAVITY (G) OF 0.42 (NON-HVHZ)AND 0.55 (HVHZ) 13.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.049' THICK MINIMUM a R.Wd S. A—., PE Rofida PP. No. 49752 peg°IWES � r. R"-1vGENBE-OV s 49752 zm xo `sy a Digitally Signed by Robert J PIC Produd Design Omup, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1789 krcI N.W+'Ir..mm. FBPE Cor88nateO hvftiva3 ,-A- No.25935 INSTALLATION ANCHOR. WOOD INSTALLATION NOTES� SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED, 1.1, WOOD FRAMING 9 MIN, EDGE DISTANCE. SEE 1,2. STEEL STUD FRAMING AMC z w t) NOTE 5 THIS SHEET. MIN. 1.3. CONCRETE ANDIOR MASONRY or w EMBEDMENT, SEE w:) 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 00 INSTALLATION NOTE 5 THIS SHEET. STRUCTURE FRAMING AND CONCRETSIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT SUBSTRATE BY OR ENGINEER OF RECORD. w a. OTHERS. SEE NOTES I TO 3 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL, WHERE IX BUCK IS NOT USED, DISSIMILAR THIS SHEET. MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/4" MAX. 1116'OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". PERIMETER SEAL SHIM SPACE 5. SUBSTRATE ANCHORING METHODS: BY OTHERS5.1.0 FOR ANCHORING INTO CONCRETEWASONRY USE 3116" HEX HEAD TAPCONS WITH SUFFICIENT z: LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH I 118'MINIMUM EDGE DISTANCE AND T' MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE- LOCATE 0 ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V z TOLERANCE, 5,2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 410 PAN HEAD WOOD SCREWS WITH x &j w SUFFICIENT LENGTH TO ACHIEVE A 1318' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314'MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 7 LL ANCHOR LOCATIONS HAVE -I- I'TOLERANCE.as)-. �W-j > Zo 5,3, FOR ANCHORING INTO METAL STRUCTURE USE 910 PAN OR HEX HEAD SMS OR SELF DRILLING )fj M 15- co < SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE z i, � 5 INTERIOR WALL. WITH 3W MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS WL30 n_—I AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- I'TOLEPANCE. 20 p WINDOW < HEIGHT EXTERIOR INTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SI 10WN FOR CLARITY. Ny to 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. MIN. EMBED SEE NOTE 5 THIS — SHEET, 1- 1/4" MAX, INSTALLATION ANCHOR. WOOD SHIM SPACE SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE Robed J� Anuouso. P.E. REQUIRED, Rondo P.E. No. 49T52 mmxeeexegra A AMES 1 4" MAX. SHIM SPACE MIN, EDGE PERIMETER SEAL--,--- DISTANCE. SEE INTERIOR a BY OTHERS NOTE 5 THIS SHEET, INSTALLATION MI f N. SUBSTRATE BY EMBEDMENT, SEE Digitally signed OTHERS. SEE NOTE 5 THIS SHEET. NOTES 1 TO 3 INSTALLATION SUBSTRATE by Robert J THIS SHEET. BY OTHERS, SEE NOTES 1 PERIMETER SEAL EXTERIOR Amoruso MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD TO 3 THIS SHEET, PYROMETER Date: 2018.02.02 NOTE 5 THIS SHEET, SCREW SHOWN, SEE NOTE 5 —WINDOW WIDTH— 13:27:55 -05'00' THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION PTC Pdd Design Gp, LLC WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING. 2X WOOD BUCK, PO Bo. 52=5 CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME Longwood. FL 32752,0776 1788 kdb@pft��— APPROVED APPROVED "R3PE-890CerbffcW00fAu#wnzww No. M35 Eirx ECIS Home I Log In I User Registration Hot Topics I Submit Surcharge 1 Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval d"Nr a USER: Public User Product Ap > Ap il > Product or Application _glication List > Application Detall FL # FL17184-RS Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. I Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants,com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F, Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence L17184 R8 C91 (M-f—er—ti-fi—ca—ts-qUndeDendence,, df Referenced Standard and Year (of Standard) Standard ykat AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/21/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summary of Products Go to Page Page 1 / 2 FL # Model, Number or Name Description 1 17184.1 a. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 In Height Limits of Use Installation Instructions Approved for use In HVHZ: No FL17184 ES II (,c)_jnLt_L7_1_8LLpdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 17184.1 for any additional use limitations, FL17184 R8 AE g) Eval 17184.1 pc Installation Instructions and product particulars. Created by Independent Third Party: Yes 17184.2 1 b. Fiberglass Door I "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8-0 in Height Limits of Use Installation Instructions Approved for use In HVHZ, No 3 FL17184 R8 11 ( Inst 17184.2,pd Approved for use outside HVHZ., Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A 9 Evaluation Reports Other: See INST 17184.2 for any additional use limitations, i ELIZIBA 17184.2.p f RLAU_cj Eval ff installation instructions and product particulars. Created by Independent Third Party: Yes 171843 c. Fiberglass Door Non -Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing "Configurations up to Nominal 8'0 In Height Limits of Use Installation Instructions Approved for use In HVHZ: No EL17194_R8 1Ug)jagj_7184.3.p f Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 17184.3 for any additional use limitations, FL17184 R8 Evai 17184.3.pff installation instructions and product particulars. Created by Independent Third Party: Yes 17184.4 d. Fiberglass Door I Non -Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to "Nominal WO in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R5 11 (g)_jagj7184.4.pjf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure-. N/A Evaluation Reports Other: See INST 17184.4 for any additional use limitations, FL17184 R8 AE (c)_Eval 17184_4,pdf Installation instructions and product particulars. Created by Independent Third Party; Yes 17184.5 a, Fiberglass Door "Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use In HVHZ: No FL17184 R8 II !;)_taAj7184., & _ 5,p Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 17184.5 for any additional use limitations, FL17184 R8 AE (_q)_EyaLjZjBA.5.pd_f installation Instructions and product particulars. I Created by Independent Third Party: Yes 17184.6 1 f. Fiberglass Door "Impact" Fiberglass Opaque Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use In HVHZ: No FL17184 R8 11 ( Inst 17184.6.pdf Approved for use outside HVHZ. Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 17184.6 for any additional use limitations, FL17184 R8 AE ( Eval 17184.6.. df installation instructions and product particulars. Created by Independent Third Party: Yes 17184.7 g. Fiberglass Door I Impact" Fiberglass Opaque Single Door with or without Sidelites) (X, OX or XO, OXO) Outswing/Inswing I "Configurations up to Nominal WO In Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R$ II (e) Inst 17184.7,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.7 for any additional use limitations, FL17184 R8 AE je Eval 1_7184.7 pgdrf installation instructions and product particulars, Created by Independent Third Party: Yes 17184.8 In. Fiberglass Door "Impact" Fiberglass Opaque Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use In HVHZ., No I FL17184 R8 11 (j)_jrjgtj2_j5_4,8,p�f Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party* Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.8 for any additional use limitations, FL17184 RE 6E (,P) Eval 1.7184 8 pj�_f Installation instructions and product particulars. Created by Independent Third Party: Yes 17184.9 I. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidellte(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ, No FL17184 R8 II ( Inst 17184.9.. df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.9 for any additional use limitations, FL17184 R8 AE (_e) Eval _17184.9.p_�Lf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.10 j. Fiberglass Door "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 Ra II ( Inst 17184.10,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: See INST 17184.10 for any additional use limitations, FL17184 Ra AE ( )_Eval 171841-0.pdf installation Instructions and product particulars. Created by Independent Third Party: Yes 17184.11 k. Fiberglass Door "Non -Impact" Fiberglass Glazed Single Door with or without Sidelites) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 7'0 In Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R8 _II (.q)Inst j7184 -tLpdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: See INST 17184.11 for any additional use limitations, FL17184 R8 AE (e)_Eval _j_7ja_4,L1_.P& installation Instructions and product particulars. Created by Independent Third Party: Yes 17184.12 11. Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure. N/A "Non -Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 7'0 In Height Installation Instructions FL17184 R8 II e)Inst _17_1_14_12_P!ft Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports Other: See INST 17184.12 for any additional use limitations, installation instructions and product particulars. EL17184 RE AE red, Eval 17184.12.odf Created by Independent Third Party: Yes 17184.13 m. Fiberglass Door I Non -Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or X0, OXO) outswing/Inswing "Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17 J8Lj&t _II (e) Inst 17184.13.odf Approved for use outside HVHZ., Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: See INST 17184,13 for any additional use limitations, FL17184 R8 AE ( Eval 17154.13.pd Installation instructions and product particulars. Created by Independent Third Party. Yes 17184.14 n. Fiberglass Door "Non -Impact" Fiberglass Opaque Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 70 In Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 88 11 Inst 17184.14.E)df Approved for use outside HVHZ: Yes Verified By: Lyndon K Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.14 for any additional use limitations, EL17184 R8 AE g)_Eval _1_7_18_4_j4_.P_df installation instructions and product particulars. Created by Independent Third Party: Yes 17184.15 1 o. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 70 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.15 for any additional use limitations, EL17184 R8 AE (g) gff installation instructions and product particulars. Created by Independent Third Party: Yes 17184.16 p Fiberglass Door Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal TO In Height Limits of Use Installation Instructions Approved for use In HVHZ: No fUILEL4 �PI (_q)jnjt 171L4.jL&gf_ Approved for use outside HVHZ., Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.16 for any additional use limitations, Fy�'17184 R8 AE(ea ival 17184.16.pdf installation Instructions and product particulars. Created by Independent Third Party: Yes 17184.17 q, Fiberglass Door " I Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing � Configurations up to Nominal TO in Height Limits of Use Installation Instructions Approved for use in HVHZ. No FLI7I84 R8 11 ( Inst 17184,17.. df Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.17 for any additional use limitations, FL17184 RE AE (_e)_Eval _17_jB4_17-P_�jff installation instructions and product particulars. Created by Independent Third Party: Yes 17184.18 r. Fiberglass Door Impact" Fiberglass Opaque Double Door with or without Slidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal TO in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R8 11 a) Inst 17184.18,Piff. Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 17184.18 for any additional use limitations, FL17184 R8 AE (g)_EXjLjZjA_4_L&pAf installation Instructions and product particulars. Created by Independent Third Party: Yes 17184.19 1 s, Fiberglass Door Limits of Use Approved for use In HVHZ., No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A "Non -Impact" Fiberglass Glazed Single (Steel Reinforced Stiles) Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Installation Instructions EL17184 R8 11 e Inst 17184.19.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Other. See INST 17184.19 for any additional use limitations, EL17184 R8 6E ( Evall 17184.19 installation instructions and product particulars. Created by Independent Third Party: Yes 17184.20 t. Fiberglass Door "Non -Impact" Fiberglass Glazed Double (Steel Reinforced Stiles) Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal WO in Height Limits of Use Installation Instructions Approved for use In HVHZ.- No FL17184 R8 II ( ln�t 17184.20.ro) f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.20 for any additional use limitations, FLl7184 R8 6E (e) gygl 17184,20.pd installation instructions and product particulars. Created by Independent Third Party: Yes Go to Page 0 0 0 Pagel/ 20 0 MEMM g2ntj5LUj:: 2601 Stair. Stone Road. 24jighassee FL 32319 Phone! 850-487-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement ;; Accessibility Statement ;: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 459.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ernai[s provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please crick hiiiga_ #Iastpr* 5200 W- CENTURY BLVD. LOS ANGELES, CA 90045 !Mllw- wl or w1out SIDELITES INSWING1 OUTSWING nitmmcr GENERAL MOTES 1. This product has been evaluated and Is in compliance with the 71h Edition (2020) Florida Building Code (178C) structural requirements excluding the "l-ligh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on details, Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used In areas requiring wind home debris protection this product complies with FBC Sections 1409.11 & R30I.2.1.2 and does not require an impact resistant covering. This product meets missile level'V* and Includes wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2 & R30121.2.1. 4. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction, 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS Ty*d elevatiom design pressures & general notes 2 (Ik�r panel dotal Borations 5 6 jiniz9T)td- —C(()SS Verlical cross sections 7 Verc-al cross sections 0-=tV ong Frame ofcakwa 10 M aafmOT66166 and components KI . ............ Rk' M IL il x IIX't x -1 0 a 0 x Ox M FRAME DIMENSION I sy., JK FW—Lfs- 'W*4 "D.: FL-17184.9 XT I OF 10 HINGE SALE Ceffular PVC 35.75"DOOR WIDTH .or LOCK BLOCK (WOOD) STILE REINFORCEMENT (LVL) — LATCH STILE Cellular PVC STRUCTURAL SIUCINE (DOW 9951 NON STRUCTURAL SEALANT — FRAME WIDTH 2D.S*MAX, D.L.O. WIDTH TOP RAIL (comp.) moffroMrIus 51W GLASS BITE EXT. I" OVERALL GLASS THK. IIW ANNEALED GLASS OM SAFLEXbPVB INTERLAYER 1/87 ANNEALED GLASS AIRSPACE 1/9' TEMPERED GLASS 117-19 X 1-314'PPH —/ / ALUMINUM SPACER SELF DRIUING SMS INT, NON STRUCTURAL SEALANT ua 0 -4 6 d 1.86, F to C-j t 0.0 6 L WARE TABLE PYP-) ODL WE FRAME FE P AM FIBERGLASS SKIN f0,075- THICKI BOTTOM RAIL (COMP.) ILI 2 VERnCAL CROSS SECTION r:02Z21/12 !N T.S. JK FL— 17184.9 TiT; 2 of 10 rx 1.0or GI EXTERIOR AW HINGE STILE INTERIOR LOCK BLOCK (WOOD) I Cellular PVC STILE REINFORCEMENT (LVL) STILE "Z REINFORCEMENT LATCH STILE -'\HOP comarFlvc PL) rl MONTAL CROSS SECHON 20.S'MAk D.L.O. WIDTH re TOP RAIL (COMP.) FOAM CORE (POLYURETHANE - 1.9 PCE MIN.) 5/6'GLASS BITE EXT. I'OVERALL GLASS THK, 1/9'ANNEALED GLASS o.ogcr SAFLEXOPVB INTERLAYER IlW ANNEALED GLASS INTERIOR AIRSPACE I/8"IEMPERED GLASS #7-19XI-3MPPH INT. ALUMINUM SPACER SELF DRILLING SMS STRUCTURAL SEALANT O -4 C4 Li L 4.2g�AOIDII UTME IRAAMI 5- t. fryp.) 3tAlum') QDL ME FRAME qlliOI:LT1iPA� STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT — FIBERGLASS SKIN (0.07YTHICK) BOTTOM R fcolv 11 rz u z SiY E, 02121112 It, N.T.S. JK LFS FL-17 184.9 OF 491 R:EVATPNJAX ELEVATION ROL OA ELEVATION (OXO) u of. JK By. LFS FL-17184.9 ET 4 of 10 mg -MIN. EMB. (TYP.j D m 27 7 C.-SINK L fj HORIZONTAL CROSS SECTION Oubwmg shown - inswing approved NOTE., T. Spacing for Item K* 6'from ends b and 6 more equally spaced along sidelife (8 told). SEE E 60 EXTERIOR XTERIOR • K SEE NOTE I INTERIOR INTERIOR C EMB. [rYP.) Lj (�) 4 '\ HORIZONTAL CROSS SECTION SO. h=lft =" -rag also approved IX uck r2"� HORIZONTAL CROSS SE ON \�Ouh shaven -inswing ShownNth reinforcement approved K 4� !q 10 , -,f5 o ma z 11111 tit o N z mgm 40 ui I m a. IL 7 o 21 20 -7� -n� 0.1 � C31 K -) M 4 Q(TtPP c"n 2EMB. (MIJ 5 HORIZONTAL CROSS SECTION is chi �� Outswing shown - Inswing oko approved 3\ HORIZONTAL CROSS SECTION '-5—) OufSWnSh 0Vi=gdISO approved Shawn wrath 2Y%fM ft. JK Of, LFS mw MO.: FL- 17184,9 XT S OF If)ex 20 21 EXTERIOR INTERIOR VERTICAL II CROSS SECIION Outswing shown - k,6v&g also approw,--# MWENEMMEM711-mmm z K3"\ VERTICAL CROSS SECTION Inswing configuration a Ili Z, 6; .......... Z a 2E E M IL IL z 3 fin: EXTERIOR INTERIOR A C 4 S-'\ VERTICAL CROSS SECTION Shown W/ ADA ihreshotd INTERIOR -r7ldk7A- EXTERIOR :DN,� 4 VERTICAL CROSS SECTION Shown wl O.S. ADA bump fteshold a:En f�n . Of 7 20 21 �0 .n EXTERIOR INTERIOR a o li /-2 VERTICAL CROSS SECTION 14 also approved INTERIOR EXTERIOR ( "\ VERTICAL D g CROSS SECTION YE� Cl outr winconfiguration to MLS, jK or. LFS mfm NO, FL-17184,9 1T 6 OF 10 ac .1 NOTE I Spacing for item K: Ofirom each end and at centerline (3 total). Cot d D E 00 z C a oza z A Ei 6 04 MRM cl SEE NOTE I K SEE NOTE I EXTERIOR INTERIOR EXTERIOR% INTERIOR 60 lip I VERTICAL CROSS SECTION �7 Outswing shown - Inswing also approved 2 VERTICAL CROSS SECTION H Outswing shown - inswing also approved �O Shown w1lX sub -buck w ,..,am a chi E- r VERTICAL CROSS SECTON Inswing configuration K4-'\ VERTICAL CROSS SE �7 Outswing configuration EXTERIOR VERTICAL CROSS SECTION Outswing configuration I I BY. JK BY. LFS mm ro FL— 17184.9 7 of 16 41 ITY P-) MASONRY7 TYP. HEAD OPENING & JAMBS IBM, 2X BUCK 2X BUCK —0 SUCK ANCHORING x Ir 4" P.) y. ye T (T TYP, HEAD &JAMBS MASONR) 2X RBNFORCPMENT-/ OPENING SHOWN FOR REF. ONLY II 2)(BUCK— II tl li II 0 SUCK ANCHORING OX/XO I a A. <S2 r zd; EM .21 !3 fryp.) tz 6 10: D71 HEAD MISS z4R_: 0 CONCRETEANCHOR NOTES 1. Concrete anchor locoffam at the cornea may be a4usted to maintain the min. edge distance to mortarldna. es 2. Concrete anchorlacarions noted csMAX. ONCENIWmtrstb&a*stedf0 maintain ft min, edge distance to mortar joints, coldliond concrete anchors may be reWfred to ensure the MAX. ON CENTER"dirnanqon are not exceeded.eaded. 3. Concrete anchor table. S _ ANCHOR A46460m 9 -. MJN;,CTFA#ANC9 WN. -CCEARANCE ^Oz to MASONRY TYPE SIZE A"ENT ., _EDGE, 114- I -Ile 21 TnrcONb*WAIT LFS 11.1.4 I/C 1-1/a'Cw, RT05:5 -�WW 0§ - �AU67PDtLN , _OXS� 1. Maintain a minimum 5/9 ' edge distance, 1'end d1stance, & I" o.c. spacing of FL- 17184.9 wood screwsto prevent the spfftffng otwood. WtET 8 OF 10 4( U� 'S ........ 4( d W (TYP.) 3- (TYP.) 2 >H N. {TYP.} 7'VYP-1 71 (TYPjsya 07 Ro In 'r (TYP.) 11 I 6- (IYP.j 2 1 Z* TT- 0 5 6 T 2X BUCK �o L L ::E to L 2)(BUCK MASONRY-7. F, �6 - L 2XBUCK OPENING j IXBUCK MASONRY C5 J I X BUCK MASONRY 'OTYF A TYP. HEAD OPENING TYP. @ OPENING j IX BUCK :z FRAME &JAMBS HEAD AND FRAME FRAME TYP. @ HEAD AND LL JAMBS JAMBS za T 2X BUCK— TYP. @ slit TYP. @ SILL -0 0 N 2X BUCK yyp. @SILL (L TYP. @ SILL e2XK BUCK RYI I X BUCK L -0 N TYP. @SILL 2x Bucxi In F TYP. —0 J-1 9 1 1-1 —0 ---z; L a FRAMEANCHORIMG FRAMEANCHORING FRAMEANCHORING e x xx OX0 LD Llm CONCRETE ANCHOR MOM., I. Concrete anchor tocuffons of the comm may be cxf1wled to mauldn the ffAn. edge ddance to mortarloina. 7- Concrete anchor locaffompoted as "MAX. ON CENMrmustbe OcWed to maintain the mhedge aWance to morforlaints, additional concrete anchors may be rsqtked to anume the MAX. 014 CENTER' dknarson we hot ex ded. 3. Concrete anchor lobta; ANCHOR ANCHOR mlnc' TYPE, SUE, WREDW09 To A4A§9Mn'- - EtgjR ANCHOR ffw 1.11r r Ar -!A—PC2!!L.— Im — — 4' 3/IV r I-Ilr rAPcna Wcrcro 3!MIAUAL&ELNUMW: Makdalna,M **mmn51W&ctUsdhky=e, I"andaffisforwo, & I'o.c.spacing of wood screi" to prevent the spgftg of wood. 7, rg G)IXBUCK JXBUCK H 9 2X BUCK 2X BUCK K 10 z N.T.S. Own at. X HINGE MAIL IATCH& TADBOLTDETAIL 2X Buck m IFS am" NO.: STRIKEJAMB HIHGEJAMS §L— 17184.19 .. or OF 4.5e ti HEAD & SIDE Jamb 4.567— &LA 'd, DSDr lb.j.,Il I &ADCAIIII ,H rn T S�PU UIAP 111"�S11010 3 �111G ADA�jlOSHC &IIDEUWIPACIII SAIRIP-MG-1—ff"Iffolo "rwzowml®rslpw�l�ll 0-11,01—l"ISHOID 0 JK FL-17184.9 slifET 10 of 10 4 Product Approvall. is US19t: Public User Pro !=SL6QP > �glic ttan lict > Application Detail No= FL # FL11479-RS Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Authorized Signature Tony Procopio tony@cwbyrpi.com Technical Representative Tony Procoplo Address/Phone/Email 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Quality Assurance Representative )oe Korzeniecki Address,/Phone/Email 2000 Locust Gap Hwy, Mount Carmel, PA 17851 (570) 339-3374 Joek0window-pros. into Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) stan"19 AAA 450 2010 AAMA/WDMA/CSA 101/LS.2/A440 2008 ASTM E1886 2012 ASTM E1996 12a- TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIJAZa_R5_119Div _IE&NQ212ZjKgyl__ELIL47 Z� Product t r# Method Method I Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/17/2020 Surma of Products FL # Model, Plumber or Flame Description 11473.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use In HVH : Yes Approved for use outside idiot : Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2027 Design Pressure: +70/-70 Installation Instructions Other: f�� 147� �� RPI 2G? I RAY SERiE MULLWN s� p Verified By: Robert 3, Amoruso, P.E. FL PE No, 49752 Created by independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 11479,2 TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION Limitof Use 7on Agency Geriiflcate Approved for use in HVH : Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date? Impact Resistant: Yes 02/28/2027 Design Pressure, +70/-70 Installation Instructions Other: MULLIONS ss.�.f Verified By: Robert). Amoruso, P.E. FL PE No, 49752 Created by Independent Third Party: Yes Evaluation Reports� FL�7 P 1tNo Revd FLy479n� f Crewed by independent Third Party: Yes sac FE ContF'act Us :: 26tt1 Fikaiz Sic�a'ra[laha se �1 32399 Phone;7-1 - 4 The State of Florida 3s an AA/EEO employer. �P_xti9. :�..�i13 .t�'„q?„�Icrida, :: prrva StaKemcnL :: aq� sJbiifty StaLerrter+t ::Btfiang: Y'+rem�n Under Florida taw„ email addresses are public records. if yew do not want your e-rnail address released In response to a Public -records request, do not send electronic mail to this entity, instead, contact the office by Phone or by traditional mail. If you have any questyms„ Please contact 85.0,487.1395, ' Pursoant m Section 45S,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. most provide the Department with an email address if they have, one. The emaiis provided may be used for official communicationwith the licensee, However ematt addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public., To determine if you are a licensee under Chapter 455, F S., Please click hL�_. N 0114 NOTE& I THE PRODUCT SHOWN HAS BEEN TESTED, EVALUATED AND DESIGNED TO COMPLY WITH REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES, YOM P& 2 1. NCTL-110-10616-1,AAMAIWDMAICSAIGIII.S,2jA,440 2 2. NCTL-110-10616-2, TAS 201, TAS 202 AND TAS 203 2.3. NCTL-110-10616-3,ASTME1886&ASTME1996 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD• AA 53"MAX. FRAME WIDTH 6 1/2" MAX. 77" MAX. UNIT HEIGHT ff 8" MAX. O.C. INSTALLATION ANCHOR 8 EACH (TYP,) 5 I DETAIL 8 I SE4 RIES TECH 5000 IMPACT MULLION SEE NOTES 7 & 10 FOR APPROVED CONFIGURATIONS EXTERIOR ELEVATION (SEE INSTALLAT ION NOTE 3 ON SHEET 2) PERFORMANCE RATING TABLE OF CONTENTS MAXIMUM WINDOWRESIGN UNIT SIZE MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) SHEET SHEET OPSCRIPTION (PSF) I - ELEVATION AND GENERAL NOTES sr x 72, VERTICAL (SHOWN) -1-70 LARGE,MISSILE tmPACT: HVHZ WIND ZONE 4 MISSILE LEVEL D, NON-WIHZ 2 3 CROSS SECTIONS, SOM X14D INSTALLADON DETAILS COMPONENTS 72X 53' ' HORVONTAL (NOTE 10) Rim -11 PARTS LIST NO. PART NUMBER DESCRIPTION 1 Al 18-02PO78 4" ALUMINUM MULLION 2 _Al 16--02MO78 MULLION CONNECTOR (CLIP) 3 MULLIC)N CAP SMS SELF TAPPING RE (SEE INSTALLATION TE 3) SECTION C-Ci FIXED WINDOW FRAME SHOWN FOR REFERENCE (SEE GENERAL NOTE T ON SHEET 1( • 1, FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR (4) 3/16' ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-112° MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2-1/4' MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS, USE CLIPS DIAGONAL HOLES TO INSTALL TAPCONS, 2, FOR ANCHORING INTO WOOD FRAMING; OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3, FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM #8 SMS SELF -TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 3A. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. 4, FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS, 4.1, IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS GREATER IN DIAMETER/SIZE THAN #8 OR ANCHOR SPACING SMALLER THAN THAT SHOWN IN SHEET 1 ELEVATION, APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. 5, FOR VERTICAL MULLION INSTALLATIONS, HEAD AND SILL. SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERSIPRE-CAST SILLS, ETC. FOR HORIZONTAL MULLION INSTALLATIONS, JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY (CMU). 3/ 16' €TW TAPCON 3/ 16" I' TAPO II �� CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) 2-114' MIN. EDGE. DISTANCE 44 C 9 DETAIL AA WOO£3 FRAMING TOP CLIP INSTALLATION (SEE NOTE 2.. SHEET 21 I BUCK BY OTHERS (OPTIONAL) 8 WOOD SCREW 1-112" MfN. EMB. -Iry MI L EDGE DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) DETAIL B W560 FI2t4RRING TOP CLIP INSTALLATION (SEE NOTE 2. SHEET 2) SHEATHING BY OTHERS r WOOD FRAMING BY OTHERS 5/8" MIN, EDGE Lu DISTANCE ix K 1-3/8" MIN. u EIa1B. g PETAIL A CONCRETEW.ASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) SHEATHING BY OTHERS Fbida P.E. N.- 49752 DETAIL CONCRETUMASONRV FRAMING $ . TOP CLIP INSTALLATION (SEE NOTE, 1, SHEET 2) .. .. ..: