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HomeMy WebLinkAbout22-43555335 Eighih Strweet Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-004355-20 2 Issue Date: 06/24/2022 • 1 1,1! 11, 1111pillp 11, 1� 11 1 forr1lef I accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. . . . . . . . .... CONTRACTOR SIGNA RE pE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOV CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 lop • ! [� Building Department Fax-813-780-0021 Date Received Phone Contact for Permitting 813 413 Owner's Name AI#red Castro Owner Phone Number 813 Owner's Address 1 6622 Foxmoor Or Owner Phone Number F Fee Simple Titleholder Name Owner Phone Number L Fee Simple Titleholder Address JOB ADDRESS 6622 Foxmoor Dr Ze h rhiIts, FL 33542 LOT # 58 SUBDIVISION Silver Oaks PARCEL ID# 03-26-21-0120.00000-0580 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER Door apiacement TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL DESCRIPTION OF WORK Re lace 1 door suet size. FL# 331.2 BUILDING SIZE SO FOOTAGE HEIGHT ELECTRICAL $ PLUMBING $ ' MECHANICAL $ GAS ROOFING FINISHED FLOOR ELEVATIONS BUILDER SIGNATURE Address 201 Kelsey L. #E Tampa FL 33619 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY REGISTERED The Home Depot ELECTRICIAN COMPANY SIGNATURE REGISTERED Y f N FEE cuRREN Y/ N Address License # W .=._ PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ( N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L__Y_LN_j FEE CURREN Y/ N Address License # OTHER E=== RREN COMPANY Y/ N FEE CU_ SIGNATURE REGISTERED Y 1 N Address License # tt��tfIf#tl'gt%�g1<;11€ig5� 41i'1 RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, StonnwaterPlans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site WorkPermitfor subdivisionsAarge 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/ Slit Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. --PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of 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 of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax a13-Tao-o021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AA 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 "for a 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 Division:. —Licensing Section at 727-847. 8009. Furthermore, If the owner has hired a contractor or contractors, 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 contractor, that may be an indication that he is not property 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 buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at time of permitting. It is further understood that Transportation Impact Fees and Resource 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 impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LANE (Chapter 713, Florida Statutes, as amended): if valuation of work is $2,500.00 or more; i certify that 1, 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 is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: (certify that all the information in this application is accurate and that all work will be clone in compliance Win all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permittodo work and installationas indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development iregulations 'in the jurisdiction. I -also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to: Department of Environmental Protection -Cypress Sayheads, Wetland Areas and Environmentally Sensitive Lands, WaterNVastewater Treatment. , - Southwest Florida Water Management; District -Wells, Cypress Sayheads, Welland Areas, Altering Watercourses, - Army Corps of Engineers -Seawalls, Cocks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted, If the fill material is to be used in Flood Zone "A' it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. if the fill material is to be used <inFlood Zone"A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I 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 fill, 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, I understand that a separate permit may be required for electrical work, plumbing, signs; wells, pools, air conditioning; gas, or other installations not specifically included in the application, A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, 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 issuance, or if work authorized by the permit is suspended or abandoned fora period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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 WIM Fi 0R1��3� OWNE��707TRACTOFst.,ling Subscribed and swam to (or affirmed before me this Subscribed and sworn to (or affirmed) before me this v by Martin Sterlin 6/2212022 by Martin Sterin Who is/are aaLsonai own to me orhasihave produced Who is/are2e2o2all known to me or has/have produced s identification. s identification. r r / r ' Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary -typed, or stamped Home ImprovementAgreement: Page 1z' 91� \ Home gat L icense w' T or the most current listing visit v-vv.Ho edeDOt.com/Lice seNti bees FL: EC0001440, CCC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson Salesperson Name Registration # (Req. in CA,C"T,ME, . D, I,N ,DC) Home Depot U.S.A. hre.("Horse Depot") or authorized Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. 1. Service Provider Contact Information The Home Depot the Home Depat Service Provider Contact Name Service Provider Company Name ji 623 6053 ahs_ccwstpeteC homedepat.co Wr C0001440A 514813, CRC046858, CAC1813767, Phone # Service Provider Email Address t ten Castro Alfred ISt Pete '1-14i�1 RYOX Customer Last Name Customer First Name Store # / Branch Name Customer Lead/ PCB# 6622 Foxmoor Drive 7ephyrhills FL � 33542 Customer Address City State Zip (813) 469-0776 mustan(31Oca@gmail.com Borne Phone# Work :Phone# Cell Phone# Customer trail Address YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY It OBLIGATION dI CATION 13Y CONTACTING THE SERVICE PROVIDER OR STORE DIRECTLY; E AILINC SERVICE PROVIDER AT: ahs-ccwstpete@homodepot.com OR EL I VERING WRITTEN NOTICE TO HOME DEPOT AT: 201 Kelsey Lane, Suite E Tampa Address City State Zip Y MIDNIGHT T ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IT ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN ) :BUSINESS <DAYS AFTER HOME EPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP Y HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS NS E ATS TN RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. E LAW REQUIRES 'TEIAI" THE HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RMUT`°TO CANCEL. Acknowledged by: 0 /07J2Q22 Customer Signature Lute 460 Standard Farna HIS {21 Jul. 21} (B) Gmerated Date nisiDii2w.2�...e....... L©ad/PO# v 0`12 Mm I Home Improvement Agreement: Page 2 WIN Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: � � �� � Includes all applicable taxes. Excludes finance charges.* Sales Tax. o,00 (If applicable, total amount of taxes included in Contract price) *111axi num deposit ONLYapplicable in AID, 41A, II 13%'6 , YVJ, 04 ( %) Deposit % E�.. a.. 1 Deposit Amount $ 75iG Remaining Balance o o $s Finance Charges Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this .Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to biome Depot. y signing below, you authorize Home Depot to; (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise; including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing; you acknowledge that: (i) You have read, understand, and accept this "Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; (iii)_all rights and interests under this Agreement are solely vested in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes. 06jf37jfl22 custom r°s Signature Date IsI The 1lorrte Depot tf� e Home Depot Digital Signature Date For questions related to your installation, contact Service Provider at (813) For any other concerns$ contactThe Home Depot cat .1- 00- -3 7 460 Standard Form RIA (21 Jut. 21) (E) Generated. Date _o2, � Lead/110# v 0.1.12 INSTR#2022133795OR BK , PC< page i taf i 06/15/2022 09:35 AM Ropt: 2469360 'Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez- owles, Esq., Pasco Oounty Clerk & Comptroller This Ins nt P(ppred By: Name lbe ilCcrcrte ieua�t Address tk%Pa3mttr Permit NO. Tax to 6640 NOTICE COMMENCEMENT STATE OF COUNTY C�J_ THE UNDERSIGNED herebygivesnotioe ftt improvementwill te Made to corkIrs Teat Prop",In dares wit3a C tec 7i3 Ft Mutes, the folowng fnronnaiion is PrOV&d to Ws Notice, of c t: i (V c ,k5 VAO-6 VOto 4w orpropetiy a IplAxtofpi :aru}sYreet ress#fava e) iw 1 4 ir3 f7# 2, general d p%l of Impmement 3. O tp i s gar t In I e t ttr�sclod " ro i a, Nance wup-y-) � ay Moo b. Irttert i, � l�ne.r a Nam and ardcirosc of fee shmpte Webolder (d different from oxtor fisted vo): 4� Contractor. #. Net" Md MSS: TbOROM134PA 9 P0.A ,rTsmP$Fi336t4 b. Phonenumber.w4wsu 5. Surety (itappEkmble, a oopy of the payment Ltd is aftaoheed): a. Narno and address: b. fr hona purr r. a. Amount of 3 14L- S. Lender: m. Name and odder: b. number 7. Pemns % tt n the Mate of Florida designated Ivy Comer upon vftm notices or other documents may be served as provided by 5 713.13(1)(a)7., FWWa Statutes: €. Nameaarnd cress: ta.PhonanombersofdoWgriatedpersom S. In addidim to herseMbimself,aer d tsates 0* fr3tWN on(s) to recehre a cW or the Lfewre Notice as pmVWd In section 713.13(i)(b); F Statutes: a. Nara and sass: b. P rPe3 of perwn or cI " acted Eat+ ollll 9. eWratiorf date of no'ke ni nt (dtao)Vmtton datewiff beat from the, date of r " unless a ditant date Is specified): WARNING TO OVMER: ANY PAYMENTS WOE BY THE OWNER AFTER THE EXPIR4TtON OF THE. NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMEWS UNDER CHAPTER 713, PART I, SECTION 71,10S, FLORWA STATUTES, AND CAN RESULT IN YOUR PAYING "tWCF FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND O OBTAIN RNA CING, CONSULT %MTH YOUR LENOE€t OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTIC15 OF COM&IeNC T. s turn is wohins's Gbswes AftodZedreotw/PortneriManagor slgn�tc�y'� � tnsttrusserat t sit br fore me by 'means of ( ph pr hoe'br ( I ra on this fay laim Is known to" orvaieo has prMuced as Idea, nmidWfxadkl(cI contra e. Notary Puh#ie ' M No. (t��tr of �d dY �' 4 n cps- sta r �. w „ , ,� � ,. �, ,, .. . w, ,� _ ,,; F6RNi..' TIME 09:06:02 DATE 06/0712022 CSR $ EXT TOM V. x21326 ALICE W. x2IM DEALER # 12228 CUSTOMER Alf,.d Castro JOB# 1-1ZWFRYOX PO # WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REMODEL NEW CONSTRUCTION DEALER NAME THD AT HOME SERVICES DESIGN CONSULTANT D"id Wilson ORDERED BY ORDERED BY PHONE # CITY, STATE SHIP TO # MDf? YES NO IF:'NO' INDICATE STANDARDS DESIRED REQUIRED FOR MIAMI DADE: WOOD OPENING 412WOODSCREW 1/4'SSTAPCON 1/4' S54 CRETEFLEX CONCRETE OPENING .,. Sheet 1 `of 1 BOX/CRATE ORDER EMAIL SENT YES NO YES NO PGT USE S.O.# SHIP DATE SHIP VIA LEAD TIME AUTH CHECKER'S INITIALS SOLD ON PROMO YES NO 5400 French or Garden Door Non -Impact = mro BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search ,Oa pr JaProduct Approval USER: Public User Lr�ApptqyLL Menu > Lroductjqr App i ion 3Aa rch > Ap > Application Detail p kWWW"', WNII_ M FL 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtinclustries.corn lens Rosowski jrosowski@pgtindustries.com Lynn Miller, P.E. 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 lmiller@pgtindustries.com F—E.tenor Door., Swinging Exterior Door Assemblies Certification Mark or Listing Keystone Certifications, Inc, Steven M. Urich, PE Validation Checklist - Hardcopy Received 5t—andard AAMA 450 AAMA/WDMA/CSA 101/l.S,2/A440 ASTM E-1886 ASTM E-1886 ASTM E-1996 ASTM E-1996 Florida Licensed Professional Engineer or Architect EL221R16_ E�q to E1936-17 Xw 2010 2008 2005 2013 2009 2012 Product Approval Method Method 1 Option A Date Submitted 10/27/2020 Date Validated 11/03/2020 Date Pending FBC Approval Date Approved 11/11/2020 eaanrnary of Products FL # Model, Number or Name Description 331 i CD 290Aluminum Hinged Door Limits of Use certification Agency Certificate Approved for use in FIVHZ, No C A fi (n - D Approved for use outside flVll . Yes Quality Assurance Contract Expiration late Impact Resistant. No 09/21/2021 Design pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design F L� CD29(PI� -Rev A.Pjft pressure, size and anchorage information. Verified By: A. Lynn Miller, RE, 58705 j Created by Independent Third Party: No Evaluation Reports FL331 R16AE CD290 Evaluation. jf r 331.2 FD 5455 j Vinyl French Door & Sidelite/Transom Limits of Use certification Agency certificate Approved for use in IIVHZ. No j FL331 R16 C CA ifi F 4]Dat, Approved for use outside FiVHZ: Yes Quality Assurance contract Expirati Impact Resistant. No i 05/21/2023 Design pressure. N/A i Installation Instructions Other: Please see the Installation Instructions for design F 1 16 II FPA -Rev A.pd pressure, size and anchorage information. ? Verified By: A. Lynn Miller, RE. 58705 Created by Independent Third Party: N Evaluation' ReportsFL331 P16 AE FD54 5 Evali ation.p f Created by Independent Third Party: N331.3 FD-5555Vinyl French Door & Sidelite/Transom Limits of Use � Certification Agency certificate Approved for use in HVHZ. No F 1 R16 C i i tt 5 5 pie f Approved for use outside HVHZZ Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 05/21/2023 Design Pressure* N/A Installation Instructions Other. Please see the Installation Instructions for design > 3 FD FPS R v P& pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R16 AE FD5555 Evaluation.pfff Created by Independent Third Party: No EE ggntact Us 2 1 Glair Stone Road, T 1 h FLaUga Eftan -4 7 1 24 : The State of Florida is an AA/EEO employer. Cgpylji h 20 7^ 1 t F FI ri ;: Pro y. 5t „ m n :: Accessibility Statement:: RaftladStatement 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 bytraditional mail. If you have any questions, please contact 850.487,1395,:*Pursuant to Section 455.275(i), 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 maybe 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,5., please dick berms. Product Approval AccepW lei Credit Carl FLORIDA PRODUCT APPROVAL #331 GENERAL NOTES: SERIES 5455, NON-IMPACT-RE-SISTANT, VINYL, REINFORCED OUTSWING FRENCH DOOR & SIDELITE/ 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL. IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 114" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE is WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT is USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND is BEYOND THE SCOPE OF THESE INSTRUCTIONS, 7j SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM, 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, EL POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE I S LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) ALL RIGID AND CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC, OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 11) REFERENCES: TEST REPORTS FTL-7401, 7416 & 7417, 12) SERIES FD-5455 WAS PREVIOUSLY KNOWN AS SERIES FD455 Product Size OR Certificatim # Mullion 96' 1-70 psf 190-1010 Door 38-3/4' x 96" N +1-70 psf 190-1008 76'x W (A Sidefite or 44x 111' +/-70 psf 190-1004,1005 Transom 111' x 49' TABLE 2: Type Description 1 1118" Tempered - 5/8!'Airspace -Ila" Tempered 3"Tempered DESIGN PRESSURE RATING IMPACT RATING NET RATED F.k.ISE� SEE SHEETS 4 & 5 IMPACT RESISTANCE GUIDE TO SHEETS: GENERAL NOTES__ I ELEVATIONS..... 2 GLAZING DETAILS ...................... 3 DESIGN PRESSURES 4-5 SIDELITE(TRANSOM ANCHORS_. 4-5 INSTALLATION .......... 6-8 EXTRUSION PROFILES-... 9 PARTS LIST. ............. 10 CORNER DETAILS 10 HARDWARE DETAILS-,... Al COPYRIGHT @ 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT, OF AUTH. #29296 A) UPDATED TO NEW o FBC, ADDED ANCHOR TYPE, REVISED TABLES 1, 4 & 6 - JR - 10/22/20 us w < > jj5 0 'T _77 0 u ClJ 2 U? 0 xa- LL _j g W' U., 2 x Z 0 � M 0 Ohio > 0 R 0 Z a: Z fl 0LL iY 0 aays Gi Le U) 0 Z Z Z LL _j w u? Z Z > '{kk § I I I I i I I", Ly NAt yf /' No'5B705 4k_ 26/20ttt STATE OF 4ORVD is, 'l/ONAX- iliillkIl" A. LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS 38-3/4" MAX. -"-- 38-3/4" _f4 38-3/4" MAX. WIDTHtAB MAX. 76" MAX: YP' _® 'MULL I"MULL -�-1— SAX. -®- 'II" MULL E (38.79) �-- WIDTH COPYRIGHT © 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE 96 93 7/e HEIGHT COPIES FOR PERMITTING. , MAX. SLAB (ALL DOOR CERT. OF AUTH. #29296 / HEIGHT CONFIGS.) Al m TYP. DOOR SLAB X XX �g O X !SHOWN` OR X O'IXio W e2 Y (WIDE STILESAND WIDE RAILS (NARROW STILES AND WIDE SHOWN ON SIDELITES} RAILS SHOWN ON SIDELITES); �- r (HEETAIL 40" MAX. 40" MAX. 40" MAX. 38-3/4" �. TYP. TYP. _�.-� HORIZONTAL MAX. MULLION �I. d N FY 19 98-7/8" MAX. DLO 7" kX. 3HT //IDTH LENGTH O J 0)m ® 9: z lL...'o LL ((D Mop U- 40" X (n o MAX. -m-. // W - O 2 c' � '. N.. 106-7l76" TYP. f z m O JMO MAX.-w^-{"°^- I- MULL Ca LU Y DLO — _ o Z O0 rn f 5. Cn r ® ® o MA 717" Q 6Q- N HEIGHT I"MULL Q OR WIDTH /' O Ci #aakS ® 96" MAX. /// / Q 0LL In VERTICAL /� % i Z Z MULLION 0 O z " 0 at-S LENGTH L � WtL J � Z LL \ a711 > amp S �y S O XX O SINGLE D SINGLE D OIO (ADDITIONAL MULLED 7yt I I I I I t riff L't�Nji( rFii ;WIDE STILES AND WIDE {WIDE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOWED'( ,�+.��rO RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES} (WIDE STILES AND NARROW OLO WITH. OIX WITH .;� X° L 10ENSE "flC RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 4" MULLION MULLION LL No.98705 (WIDE STILES AND. (NARROW STILES NOTES: WIDE RAILS SHOWN AND NARROW 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2).MULLIONS SHOWN ARE STANDARD P FRENCH DOOR MULLIONS PER THIS NOA. ON:SIDELiTE & RAILS SHOWN ON ,. -x} 10I25/20 (U - STATE OF C(r, 3} MULLED CONFIGURATIONS NOT SHOWN MAX BE POSSIBLE. USING OTHER MULLION TYPES, SEE SEPARATE NOA. TRANSOM) TRANSOM) {} ^." 4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPLICATIONS AND 40 IN HORIZONTAL APPLICATIONS.5) ''� + ti ' • •"' ;mow `ULLED NARROW OR WITHIN THE SAME SLT/TR OR ASSEMBLY.f77/ DE STILES AND RAILS nTHE AY BEFRIENCH ICONFIGURATIONSS S�fAL }tx 6) ADDITIONAL USING DOOR MULLION ARE POSSIBLXED E, USE THE ABOVE DRAWINGS AS 7ltl A REFERENCE FOR SIZE: LIMITATIONS. A. LYNN MILLER, P.E. - P.E.# 58705 COPYRIGHT O 2020 PGT.INDUSTRIES, INC. LIMITED LICENSE TO MAKE DOOR, SIDELITE & TRANSOM COPIES FOR PERMITTING. GLAZING DETAILS CERT. OF AUTH. #29296 718" NOM. 7W NOM Q GLASS STACK -� GLASS STACK Ell > xa� Y O a$op p L cli 5/8"AIRSPACE 118"TEMPERED GLASS 1/2"AIRSPACE 3116"TEMPERED GLASS 0 `Y � 4� w-�+ Cl< 1/8" TEMPERED GLASS 3/16" TEMPERED GLASS I, x O wZ' 02 co CY o I- w cr O P spa 27 a pane" 27 Larne o } O rn 3 otAss ame 3 Lass acre ,- Z d Z ., ILL zO m EXTERIOR EXTERIOR IX 39 40 42 0 1aa`�ff 41 0.. 4 Z Z � d atnsg. EY g u% GLASS TYPE 1 GLASS TYPE 2 J Z Q , > i— al}g osaQ sa ,114iift7 t7f{! LYNAf 4 �)�� No.58705 20126I2200 1tdJ STATE OF ' 10NAU . A- LYNN DRILLER, P.E. P.E-# 58705 SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION in xx 4" MAX. —�+-)J 4" MA I _� i — ASTRAGAL— I4 f CLUSTER 9-112" �. 9" MAX. 9-1/2" ___ MAX. !— Ti 1 CENTERED MAX. r �I L [ li BETWEEN �' P CENTERED I BETWEEN I HINGES I I/ ANCHORS CENTERED BETWEEN / HINGES ..SEEI NOTES I I 12" O.C. NOTE 11 i CENTERED b I I MAX. CENTERED: _ I BETWEEN' t I BETWEEN HINGES j \ HINGES CENTERED BETWEEN 10-1/2" L 9" MAXANCHORS 10-1/2" t_ l MAX. MAX. ANCHOR REQUIREMENTS. ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD X TAR] F A - XX, (USING ASTRAGAL) TABLE 3: DOOR DESIGN PRESSURE I +/-60.0 PSF I Glass Type 1 I 4/-70.0 PSF I Glass Type 2 ATTACH DOORS, SIDELITES &. TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSUR= +1-70.0 PSF r SIDELITE-TO-DOOR MULLION• s' 4" O.C. MIN;, SEE TABLE 4, THIS SHEET, —FOR QUANTITY,'. SEE TABLE 1, SHEET FOR TYPE 1 I i _I I 96" MAX. i MULLION LENGTHIN t VERTICAL I APPLICATIONS t ISEE I NOTE 1 —I i —1 v XX Dour: Astragal Cluster Anchors Required @ Head & Sill Door Width (in) 48 60 72 76 o m o m o m o a o a u u ss V O a. C 2 C.7 G 0 80 4 4 4 5 4 5 4. 4 4 5 4 6 4 6 5 4 (010, OIOIO, ETC.) (xIO, OIX, xlx, OIXIO, XJOIx, OIxxIO, ETC) -- SEE MULLION CLUSTER SEE MULLION CLUSTER DETAIL BELOW �� DETAIL BELOW ! t ! y 7 ATTACH DOORS AND I ) ''------ SIDELITES TO THE MULLION AS PER: i THE INSTRUCTION I I i OF THE INDIVIDUAL N111 DOOR OR SIDELITE. 96" MAX. TAVERTICRL MULLION tAULLIQN LENGTH IN i I DESIGN PRESSURE i i P I VERTICAL. APPLICATIONS I I ( +1-70.0 P3F i I I j i SIDELITE SIDELITE SIDELITE DOOR SAME AS HEAD SAME AS HEAD MAX. — MAX. 6", MULLION 6 1 A " MULLION \ �l % AX \� 4" O.C. MIN.-7—ice 6" � , t 4" O.C. MIN. 4" O.G. MIN. —� 4"\� t 4° O.C. MIN.. I Yb it I I i SEE TABLE 6, I I i SEE TABLE 6, It ffI.E THIS SHEET, tF��O/R THIS SHEET, FORANCHOR FORANCHOR SIDE- QUANTITY,:SEE tj SIDE -QUANTITY, SEE LITE TABLE 1, SHEET LITETABLE1,SHEET 1FORTYPE- 1 FOR TYPE ! t 1" MULLION HORIZONTAL — 1 I MAX. j MULLION } APPLICATION,+ 9-1/2°' /I ALWAYS REQUIRE i Mom• / TWO(2)ANCHORS (TYPE A-D) AT EACH MULLION END. 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS TABLE 6: Anchors Required tar a Vertical Mullion (each m.I i.. end) FOR "OIXXIO" Dow or Sdelits1Tansom Width (in) AND SIMILAR 12 T 24 1 32. 38-3/4 40 CONFIGURATIONS an y4 a s RcQ a0 9 4¢U' 4 U' ¢0 oQR 4 V' ¢U' c.2' t9 92"e ¢0 t7 ¢.U` CU'JE10 A 2 1 2 2 1 3 2 1NIA N/A N/A 2 7 : 2 2 1 8 2 1 3A 2 1 3 2 1 3 3 2 WA NIA N/A 2 1 3 2 1 3. 3 CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE. STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. COPYRIGHT O 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT. OF AUTH. #29296 ' A)ADDED ANCHOR GROUP A TO c TABLES 4 & 6. n JR-10122/20 UJ M Q C O Cl)Lo N it LO O J N -' ® F& 0 Ly x o LU Z O � CO m O Of-oN 9M0 ® LU > O O � � ®Z n. z ... ® Lc- O v w Q -� IaagS U) C) I— Z M ; WW Z alms LLW .C- Z to C.D Y Z O LU LL C] aIF!t 'asap sauas 1 t !I LYlN7 t /7!7`�i yytGENS�ft� t! NO.5?705 �. . /20 4 STATE OF LLf „Z7 A. LYNN MILLER, P.E. P.E.# 58705 SIDELITEITRANSOM INSTALLATION (0) 28° O.C. MAX. IF SH OR OR LESS fL'_ 11 23-1/2" O.C. MAX.. fl ER06T SIDE IS 28" O.C, MAXI IF SHORT SIDE IS 40"OR LESS -*- ` 1 23-1/2" O.C. Max. IF SHORT SIDE IS OVER 40" COPYRIGHT O 2020 PTE INEIf.I.`a`TRIEOuOINC. A LIMITED LICENSE TO MAKE' - COPIES FOR PERMITTING.' `------------- �i ---- --------- CERT. OF AUTH. #29295 28" O #;.MAX. I I t i } 1 SEE TABLE 9, i SHEET 8 FOR 28" O.C. MAX.. 1 1 1 t 1: 1 I SEE TABLE 9, SHEET 6 FOR IF LONG SIDE IS' t i 1 1 k } ANCHOR 4 IP LONG SIDE IS I I I f i i k ANCHOR TABLE 8: ..--_ .._..__ 40" OR LESS t I i : i QUANTITY, SEE 40"OR LESS 1 I i I QUANTITY, SEE. WIN64W DESIGN PRE�S�$URE° I ( I ! { 1 TABLE 1, SHEET 1 I ANCHOR TYPE -jC I$ i i I I t TABLE 1, SHEET 1 t FOR ANCHOR TYPE. +F-74.4 PSF Atf 4lasFOR w 4. k k I i 23 1/2 O.C. MAX, i E k 7 23-112° O.C_ MAX. I f. I 3 NOTES: IF LONG SIDE IS l OVER 46" IF LONG. SIDE IS OVER 40' i } E �. ``. { 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITErTRANSOM OR 7 d' U) 0 Hatt: T. i } i l I I - -- I 12' MAX (LONG SIDE] I �� I -------------- I- I 12" MAX (LONG SIDE MULLED ASSEMBLY. 2} SIDEL[TEtTRANSOM MAY BE A SINGLE, STAND-ALONE UNIT; II N 'U) CG tti tfs 6"MAX. i. 8" MAX. -----------� � 3) FOR SIZES NOT SHOWN ROUND UP TO THE NEXT M M '� o - FB Q p.. (SHORT SIDE} -"j ----_--___-_ -w..� (SHORT SIDE} l..,- AVAILABLE SHORT OR LONG DIMENSfON. �J Z ti u. LL (D uroo1Q LL (WIDE STILES AND WIDE (NARROW SNLESAND NARROW X LL : �.{/j RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) Lu Z 4 22 1 M U.. €- oN `9ma Lli O r C5 Se TABLE 9: z 1- O. SidetPgfTransom Anchor Quantity Long Side (in) 63-3/16 66-5/8 68 76 72 76 78 82 84 98 1 92 96 95 104. 108 111 T<�. m Q.m m C64a oQc o Q a3 P c 0 P 0 8 <0 � - c 2 Q¢ ¢ n a a Sa S"o ¢ a £p 2 :. 2E 2 0a 24 Shaft Side 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 -.. 2 2 2 2: 2 2 2 :'. 2 2. . Long Skde:: 4 4 4 4. 4 4 4 4 4 4 4 4 4 4:. 4 4 5 5 5 5... 5 5 .. 5 5. 5 5 6 5 5 6 6 6 6 28 SfiaR Side 2 2 2 2 2 2. 2 2.. 2 2. 2 2 2. 2. 2 2: 2 2 2 2 2: 2 2 2 2 2. 2-2 2 2 2' 2 2 Long. Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 4 5. 5. 5 5 6 5 6 5 8, 5 6 :5: 5 7 6 7 E _- 32 Shod Side: 2 2. 2 2 2 2 2' 2 2. 2 2. 2 2 2 2 2 2 2. 2 2.. 2 2 2 2 2.. 2 2 2.,. 2 2 2 2 2 Long Side:. 4 4 4 :4 4 4 -4 4 5.: 4 5 4...: 5 4 5 4. 6. 5 6 5 6 5 to Shod Side 2 2 2 2. 2 2 2 2 2 2 2 2 2. 2 2 2 2: 2 2 2. 2 2 2 2 :. 2 2 2 2 2 2 2 2 2 Lang 9tbe 4 4 5 4 5 4 5 '.. 4 5 4 5 4 5 ... 4 S 4 6 5 6 5. 7 5 7 5 7 5 8, 5 5 7 6 .. 8 6. .. Shod Side: 2 2 2 2. 2 2 2 __2 2 2 2 2 2 2 2 2 '2 2 2 2 2 2: 2 2.. 2 2 2 2 2. 2 2- "2 2 t3-8-314 Lassg SidB 4 4 5 4. 5 4 'S 4 5 4 6 4 6. ,4 5 4$ 5 :..7 5 7 5 7 5 & 5 & 5 5 8 6 9 8 StwR Side 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6. 4 €r 4 B 4 6 5 7 5 7 5 8 5: 8: 8 5 5 9 6 9: 6 Q z o Q :. Q fl a.. L] c� p L3 _T Z 0 a}saS SC q Ln EL ?- >. L3�J a!}fi -PsaQ LL sauas o, 58705 I()126l2i tat STATE OF l{j f �r11 rid. ill 1e l l A. LYNN MILLER, P.E. P.E.# 58705 EMBEDMENT 1/4" MAX. SHIM EDGE DISTANCE t TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE., SEE TABLE 1, SHEET 1- 1 ANCHOR PER HINGE �+ TO BE THROUGH SUBSTRATE, MIN.#10 FLATHEAD SMS,SEE TABLE 1, SHEET 1. 2X WOOD BUCKSFRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION 23 OPTION 1 INSTALLATION ANCHORS 1B INTO 2X WOOD. 71 71z 72 S EXTERIOR 76 [DETAIL A� ALSO SEE BELOW 1w MAX SHM EDGE s. DISTANCE .. TYP, ANCHOR TYPE, EMBEDMENTAND EDGE. DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 4. 1 ANCHOR PER HINGE < TO BE THROUGH SUBSTRATE. MIN. 3/16" FLATHEAD ULTRACON, SEE ' TABLE 1, SHEET 1. INSTALLATION NOTES EMBEDMENT { 114" INSTALLATION MAX. OPTION 2 SHIM INSTALLATION ANCHORS. EDGE DIRECTLY INTO MASONRY. DISTANCE TYP. ANCHOR 3 TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE t I TABLE 1, SHEET 1. B EXTERIOR 27 CONCRETE/CMU a, PER ANCHOR REQUIREMENT �7`l DETAIL A�' ALSO SEE ABOVE DETAIL C 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO. MASONRY. WOOD BUCKS DEPICTED AS °2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO. THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL. BE OF A SIZE TO PROVIDE. FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,. SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION INSTALLATION: ANCHORS DIRECTLY INTO MASONRY. EXTERIOR COPYRIGHT O 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT, OF AUTH. #29296 tt w E3 O U) ofIt .atop d � O M V 0-1 Z: U- f} EL � ma.�Q Ili �U OW m 0 JM4 pp z a:z LL z 0 O ad45 S z F O z z _ ' t7 S €J I Y �LL z U) 7 "z atY1 '�saQ saldes lkt kill I If/,;77 y LYNN ffr ' NQ, 58705 m N . �ff t 1 ( STATE OF A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1$ DISTANCE PER SUBSTRATE, 10 SEE TABLE 1, SHEET 1. INSTALLATION ANCHORS . _ DIRECTLY INTO METAL- 1 ANCHOR PER HINGE TO BE 16 THROUGH SUBSTRATE, MIN. #16 FLATHEAD SMS WITH 1 MIN, 3 THREADS BEYOND DOOR 67 METAL SUBSTRATE. VISIBL E LIGHT 29 -{ g f WIDTH(DLO) 33 71 J, 7 EXTERIOR 3 35 r 7241- - I' FRENCH DOOR MULLION - o 70 EXTERIOR J 4$ 47 21 DETAIL�E INSTALLATION OPTION 3 DOOR FRAME WIDTH INSTALLATION. ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT TYP. ANCHOR TYPE, 1/4" -11 MAX. SHIM 23 EDGE DISTANCE TYP. ANCHOR TYPE, 29 EMBEDMENT - t 3 33 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. CJ CONCRETE/CMU a, 35 EXTERIOR PER ANCHOR REQUIREMENT IXWOOD DETAILQ BUCKSTRIP, SEE NOTE 2; SIDELITEITRANS THIS SHEET. DETAIL�G INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE'OR TRANSOM, 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. TX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY, WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL, THE. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDEUTE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 1l4" MAX. SHIM' EDGE DISTANCE TYP. �ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER - SUBSTRATE,SEE TABLE 1, SHEET 1.t- ' COPYRIGHT CO 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT. OF AUTH. #29296 APPROVED MULLION (SEE SEPERATE APPROVAL), Q ALUMINUM, STEEL FRAMING ul r) U) OR STEEL STUD. SEE `- �,- SUBSTRATE PROPERTIES, C3 TABLE $,THIS SHEET 0 NN, ts'> Z LL.. tf LL c —P LL Lj 0CC) xM) o W m 0 P 9Mo O Rz Gz3 U- d r- }aa4S £OOT N (} 0 6 Z LU LL RIOR > Z l a/7iT asaQ sa}raS �."��''xv LYNAt ��f�'�i� No. 58705 ,= 1% 0/26/20 STATE OF %!# E `t 10NAL i A. LYNN MILLER, P.E. P.E..#58765 INSTALLATION OPTION 3 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY, EDGE 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE _ DISTANCE 2X WOOD CONCRETE BUCKSTRIP 4 . 35 16 PER ANCHOR &' OSEE FRAMING, �7 REQUIREMENT EMBEDMENT E 2, EMBEDMENT U A'_ m THIS SHEET 1X WOOD COPYRIGHT O 2020 :. BUCKSTRIP, SEE. 1X WOOD BUCKSTRIP;. SEE .NOTE2,THlSSHEET. PGT INDUSTRIES, INC. NOTE 2, THIS SHEET. LIMITED LICENSE TO MAKE —' ,. 1/4" MAX SHIM 17QPT 1(4" MAX SHIM - COPIES FOR PERMITTING, 2b 18 CERT, OF AUTH. #29296 10 18 1'.- -_ TYP: ANCHOR TYP. ANCHOR c TYPE, EMBEDMENT TYPE, EMBEDMENT 18 AND EDGE AND EDGEr �_n c 29 DISTANCE PER DISTANCE PER TYP. ANCHOR SUBSTRATE, SEE SUBSTRATE, SEE TYPE, EMBEDMENT TABLE I, SHEET I. 35 TABLEI,SHEETI. AND EDGE DISTANCE PER y ' SUBSTRATE, SEE 6 3 w U) Ana, TABLE 1, SHEET 1. DETAIL 6 ,... €_� O L7 �- 7- ti agog: 0 u" EXTERIOR DETAIL�K€L- 33 LL z G - umas{3 Ll U U X U O 27 SIDELI CEt LL% Z 0 2 °a w -N TRANSOM' f- :O .. 0ma ~ DOOR WINDOW FRAME > VISIBLE LIGHT VISIBLE LIGHT i-EEIGHT Z €y z o U) E7ETAIL H HEIGHT (DLO) HEIGHT {DLO} ❑ LL 41 Q *p DOOR 0 �J 33 -. FRAME ® 7aaus HEIGHT ,. p M (!J s EXTERIOR Z INSTALLATION NOTES: ata35 17 USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR DETAIL' €IETAIL l\ w t LL et TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE _-€ �. LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON \I-� 2 U) 0 ANY SIDE OF THE DOOR SIDELITE OR TRANSOM INSTALLATION TYP. ANCHOR > Z OPTION 2 TYPE, EMBEDMENT 21 WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE THICKNESS INSTALLATION INSTALLATION AND EDGE DISTANCE PER at1r1 asa0 salsas BUCKS WHOSE TOTAL 1S LESS THAN 9-112"..1X ANCHORS DIRECTLY 2g :: SUBSTRATE, SEE 4I1#€€I t.7ff11 Wfl0#7 BUCKS ARE OPTIONAL 3F UNIT BE INSTALLED OPTIC#N i 22 TYP, ANCHOR INTO MASONRY. FABLE 1, SHEET 1. t'�T41# I-� DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X" ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INSTALLATION ANCHORS .: TYPE, EMBEDMENT '+) ��i� �C OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. AND EDGE 1 1t4" MAX. SHIM OR 'S'°' VtGENS'' •. `�' •`� APPROVED BY. THE AUTHORITY HAVING JURISDICTION. 24 DISTANCE PER 3.4 KSI NON -SHRINK, %;. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER 2 SUBSTRATE, SEE TABLE 1, SHEET 1. NON-METALLIC GROUT- FULL _ No, 58705.- SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 0 _ LENGTH � FRAME OF THE DOOR, SIDELITE OR TRANSOM, FULL LENGTH 1/4' MAX. SHIM ----- —� y ,�(20 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE a Q _ STATE OF S/ xZCYR96F`-•'''+.;� WHOLE SYSTEM. 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER .' ? " " EMBEDMENT i `- e,..� OR FRAMWG, SEE ANCHOR ". < a '.;: �^�I'`AI.. *" �i�,y NOTE 2, THIS SHEET REQUIREMENT..:,:< a .. v, ,:. ,_. .', 777tt... 111E .EDGE DISTANCE -j ( EDGE DISTANCE I A. LYNN MILLER,. R:E. P.E,# 55705 4.565' -1 — 3,921" Fq .500" .075- L �' I'Do1,375' w E3 E3 0 3 A FRAME HEAD & JAMB FRAME SILL #20000, Cellular PVC #20001, Rigid PVC 3.564' U t07F j HINGE STILE REINFORCEMENT #20013, 6063-T6 1.994' 1.359* ,-F-. 7)— INA T VE CC ASTRAGAL'COVER 813 #20004, Rigid PVC 3.518" TOP & BOTTOM RAIL REINFORCEMENT #20014, 6063-T6 {���_� 4 P5500" � -89 , .07 IS FRAME SC E COVER #20007, Rigid PVC I--- 4.922" 75 nPANEL RAIL & STILE 3#20002 Cellular PVC 3* 079' —1 -L-- A2- KnI �� -4 2.146" —1 .. .......... . . .. ......... �278" .080" 3.518' — 1.075" —1 1,075- f-- —1 1.075- PANEL STILE ACTIVE INACTIVE REINFORCEMENT ASTRAGAL ASTRAGAL #20015, 6063-T6 (D#20016, 6063-T6 G)4t20017,6063-T6 �-j .375' .773' 062" 1.625' I'MULLION ACTIVE CAP 19 ASTRAGAL COVER #20009, Rigid PVC 11, Rigid PVC 075' -JIA . 343" T '840' ADD -ON FIN/FLANGE 420008, Rigid PVC 2A88- 761* 3.5 1 18" .080' '0W i�— 2281' 582" 1.457' SIDELITE ADAPTER #20003, Rigid PVC .374" 4.561" .10(). 3.918" 1.000" fFRENCH DOOR MULLION T20022, 6063-T6 4-1-632-t7t t 1--- 2.285" t6251"' .386" 500, Y23' 3. F .060. 062" J91' .063" 200- SlPtaaLE DOOR THRESHOLD (k HINGE TRIM 718- BEVELED 20 ASTRAGAL OVER 22 SILL CAP 23 �LATE 24 CAP g25 DRIP CAP COVER U27 ---BEAD @), @ @ (�D — #20012, Rigid PVC #19009, Rigid PVC #19031,6063-T6 #20020, 6063-T6 #20021, 6063-T6 0023, Rigid PVC #20024, Rigid PVC COPYRIGHT (D 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT. OF AUTH, #29296 w < 7, > 0 U� 0 UII 0 0 E 0 z L LL Lto umoJQ LL W- - - (,) x D CS LU 0 2 10 cif �5N "o > 0 a: z 0 < 0r 0 0 I"qs U) U) Z Z Z —0" W 0 U" ,I'LL f Z 0 > LU LL I I I If" I / LYNIv No,58705 iolt20 iwz:� STATEOF z4l;':� �sl A. LYNN MILLER, P.E. GT Part # # T Description Material I 20M Door C. SidefitelTranson, Main Frame Cellular PVC 2 20W1 Door Frame Sill Rigid PVC 3 20002 Panel Stile & Rail Cellular PVC 003 4 f_ 5 2061_3 Sidelite Adapter R—nge-90is Reinforcement -'Rigid _PVC _AIum , —6063-T6 6 20014 Panel Rail Reinforcement Alum., 6063-T6 7 20015 8 20016 Panel Stile Reinforcement Active Astragal Alum., 6063-TB Rigid PVC 9 20017 Rigid PVC 101 20022 1 V French Door Mullion Alum,, 6063-TB 13 20004 inactive Astragai Cover PVC 16 20007 IT— _20068 Screw Cover hJd-,;nrin7F­1a_nqe —Rigid Rigid PVC Rigid PVC is 20009 V Mullion Cap Rigid PVC 19 20011 Active Astragal Cow, FE91d -PVC 20 20012 Single Door Astragal Rigid PVC 22 20018 Sill Screw Cover Rigid PVC 23 19031 Anchor Plate Alum., 6063-T6, 24, 20020 Threshold Cover Alum., 6063-T6 25 20021 Drip Cap Rigid PVC 26 20023 Hinge Trim Cover Rigid PVC 27 20024 716" Beveled Bead Rigid PVC 78- Fin Weatherstrip 29_ 1-67113 Frame Weatherstrip 31 714FPT41OXW FrameAo-Wide Stab Screw. #14 X 1-1/2" Phil, FH Stainless Steel -32- 7SI0IX Stainless Steel 33 78XIFPT410 Reinforcement Screw: #8 X V Phil. PH Stainless Steel 341 710)(2FPAX lFrame, Assembly Screw: #10 X 2' Phil. FH Stainless Steel 35 714FPT410XWIW-W Slab Assembly Screw: #14 X I-112'Phil. FH Stainless Steel 36 7SIOIX IN-N Slab Assembly Screw: #10 X V Phil- FH Stainless Steel 37 71424X215 IN-W Slab Assembly Screw: #14 X2-1/,V'Phil. FH Stainless Steel 39 DuraS a[ Spacer _40_ ­s2il __ S_6p­erS pacer __ 41 720026 Setting Block, (Duro.=85 +1- 5) PDM 42 Bacbedding: Dow-791, 983, 05 or GE-7700 Silicone 43 ArgonGas 44 614L5140 [Hot Malt Butyl ! 1 sr.- - " sue "' 9020033 nail eAsYragat Cap Acetal i DAYLITE OPENING (OLD) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 123 DLO WIDTH (XX DOOR FRAME HEIGHT 12) - 12.1 = OLD HEIGHT (XX DOORFRAME WIDTH t 2) -11.7 = DLO WIDTH SLTITR FRAME HEIGHT- 121 -OLD HEIGHT SLTITR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLTITR FRAME HEIGHT- 4.9 DLO HEIGHT SLTU`R FRAME WIDTH - 4.9 = DLO WIDTH DOOR JAMB ANCHOR IN SIDELIE/TRANSOM '6JAMB W/NARROW 1. FRAME . SIDELITE/TRANSOM SILL WIWIDE FRAME (HEAD SIMILAR) COPYRIGHT@ 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. CERT. OF AUTH. #29296 rr U) ur 0 CE xry 0 2 Co 0rn L 2: 0LL do LL ' - a: W_ C) x 0 2 co W �-N LN in 00 9MG (D 1-> C5 0 Z a: z 0 0LL Z 0 < 0 U) z z LU Uj U_ z 0 LL LYNN�, No, 58705 10/26/20 STATE OF 10NAl­,r, 011110 A. LYNN MILLER' P.E. P.E-4 58705 ----------- HARDWARE DETAILS & LOCATIONS 52, 55 53.55 47-49 62.63 60 sa ; sa -- 67 -- 7o-7s ° 52, 54 / COPYF2IGHT Q 2024 POT INDUSTRIES, INC. EQUALLY- LIMITED LICENSE TO MAKE SPACED / / COPIES FOR PERMITTING. 67 / 47-4S / CERT. OF AUTH. #29296 53-54 EQUALLY - SPA CED Ton / > �- nab 44" 0 EQUALLY- MAX. 0 ,d SPACED / 0 LL r o Fa 4 o � w L a,a u MA0� x $" }C.. i 02 MAX. 7©-73. 74-73 G 7 �. „X C{7ttiEFfGURATICth1 XX" CONFIGURATION st o a z a' o J fl z 0 HINGE DETAIL; s 0 � C? LU � raaus g U Z z Z D ur u- 2 u) to L att?1. �asaQ sa�,eas tbtq%Ii €Eltffl No. 58705 di10126/20 0 STATE OF A. LYNN MILLER, P.E. P.Eff 58705.