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HomeMy WebLinkAbout18-20351 CITY OF ZEPHYRHILLS / 5335-8TH STREET (813)780-0020 20351 BUILDING PERMIT PERMIT INFORMATION LOCATION:INFORMATION Permit Number: 20351 Address: 37128 CULLENS TRL LT 77 Permit;Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0180-00000-0770 Improv. Cost: 19,845.00 OWNER INFORMATION Date Issued: 10/24/2018 Name: KUPCZYK, RAYMOND & PAMELA Total Fees: 210.00 Address: 11S351 DOWNERS DR Amount Paid: 210.00 LEMONT, IL. 60439-9693 Date Paid: 10/24/2018 Phone: (630)484-6264 Work Desc: REPLACE 2 DOORS S/S CONTRACTORS APPLICATION FEES PELLA WINDOWS & DOORS BUILDING FEE 210.00 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, 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 before recording your notice of commencement." Complete Plans,Specifications 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. CONT O SIGNAT-RE PERMIT OFFI R MIT WIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION R-INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department I i G Date Received � jj Phone Contact for Permitting p 33 y 13 -7 q / `� rrI I 'f rl Owner's Name ber/¢ /1 f ff PC-7K Owner Phone Num .7��, 9/9l� Owner's Address Y71e?,a G'L�LLEi✓S 7 L- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 371-?Y Le11 LLC!✓S LOT# �7 S7"F1°f VY0 6k&ri @— SUBDIVISION X14-4,-X 64*—,x PARCEL ID# 6770 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR > COMM = OTHER TYPE OF CONSTRUCTION 0 FRAME = STEEL = DESCRIPTION OF WORK ✓4 L1+er _zboo BUILDING SIZE I I SQ FOOTAGE= HEIGHT EZ�BUILDING $ , VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (/ =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �r u COMPANY r�L (,rINpOWS•L�o(�S SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address Y 43'J W �orJGc,kx�/J Ft_ ?�7� License# �C 10 It�71 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER -COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 111�1111111111111111111111111111111111111111111111111111111111111111 -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,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 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 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 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 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 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 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 the 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 LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, 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 to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. i 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 regulations 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 Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, 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 in Flood 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 for a 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117 03) OWNER OR AGENT`/ CONTRACTOR Sus ibe and sworn to(or affirmed)before me this Subscribed nd sworn to(or affirmed)before me this �� bySTc�c/n/G— Who Wake rso a y no me or has/have produced Who is/ar6 o me or has/have produced as identification. as identification. Notary Public Notary Public Comm i si n No.' �Gs-12 5_0 1?1(q Commissi n eG-9-�b7z(c{ _/ Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped JOM K CKMIANSON _ v'i?!.,, JOHN EL CHRISTIAtJSON MY COMMISSION#GG 250744 MY COMMISSION#GG 250744 EXPIRES:December 18,2022 b EXPIRES:December 18 2022 P •FOF M1?Q' '"'•FOF OP Bonded Thru Notary Public Underwritem Bonded Thru Notary Public Umenwttem Contract - Detailed Sales Rep Name: Magnelli, Tony ® Sales Rep Phone: 727-333-5128, Sales Rep Fax: 407 937-3212 Phone: Fax: Sales Rep E-Mail: magnellit@pella.com ` Customer Information Project/Delivery Address Order Information Pamela Kupczyk Kupczyk,Pamela,2135858 Quote Name: Kupczyk,Pamela,2135858 37128 Cullens Trl 37128 Cullens Trl Order Number: 7218TMTF8 ZEPHYRHILLS, FL 33542-0661 Lot# Quote Number: 10478754 Primary Phone:(813)7809190 Zephyrhills,FL 33542-0661 Order Type: Installed Sales Mobile Phone: County: Wall Depth: Fax Number: Owner Name: Payment Terms: Deposit/Paid on Completion E-Mail: pkupczyk@msn.com Pamela Kupczyk Tax Code: CAP IMP 2 Contact Name: Owner Phone: (813)7809190 Cust Delivery Date: 10/15/2018 Quoted Date: 8/13/2018 Great Plains M. 1004871819 Contracted Date: 8/22/2018 Customer Number: 1008844304 Booked Date: 9/17/2018 Customer Account: 1004871819 Customer PO#: Line.# Location: 'Attributes 10 None Assigned ADDPRRMCOR020001 - Delivery& Disposal . Qty'.. 1 For more information regarding the finishing, maintenance, service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on- 9/21/2018 Contract-Detailed Page 1 of 16 Customer: Pamela Kupczyk Project Name: Kupczyk,Pamela,2135858 Order Number: 7218TMTF8 Quote Number: 10478754 s ❑Project Checklist has been reviewed Kuya.. ��rder:�Tofal o Customer Name (Please print) Pella Sales Re ame Tlease int) Taxable Subtotal $16,917.59 / Sales Tax @ 0% $0.00 Customer Signature Pella Sales Rep Sigfiature J � ���?/�`� Non-taxable Subtotal $2,927.41 Total $19,845.00 3 Date Date Deposit.Received Amount Due 9�22 Credit Card Approval Signature For more information regarding the finishing, maintenance, service and warranty of all Pella®products, visit the Pella®website at www.pella.com n c n Permit Number II��IIIIIIIlIIIIIIIIIIIIIIII�IIIIII�I�IIIIIIIIIII�III�IIIIII Parcel ID Nuinber 03'90-.?/,alho 00my-o770 2018163313 Rcpt:1993149 . Re- 10.06 D5: 0.00 IT: 0.00 09/2.6/2018 K. R. M., Dpty Clerk NOTICE OF COMMENCEMENT ruuLa s.o r:EtL.Ph.0 Pusco CLERK d GOMPTROLLE" 09126/2018�0}94,4,�am P� 1642 State of Flori�s� OR BK .y I.�J County of yY//�� The undersigned hereby gives notice that the improvement(s)will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of the property,and street address if available) Address 371,28 CuLL6A11 iRL 6 '7 S Legal Description rcPHEAr ai.64 fro SILVER YAKS rt1ASa Tr+kzE PB 9,2/(rrS 55-59- LDi 77 2. General description of improvements) Douk PkrcArx-Ar 3. Owner Information Name Rwybo gu&7-y/� Phone&Fax Number 6!1Y•-Wv.4 190 Address 3712JO "tttWS' iEL Z�if�J2�HtLI FZ ??Sr/R Interest in Property 61wAletL 4. Fee Simple//Title Holder(if other than owner shown above) Name_ Phone&Fax Number Address S. Contractor �Y Name PC"A WrrdoiwS o-A7oKf Phone&Fax Number Address 3S> -Pr A0, 0 y UI (Lvd6Wo00 k 2A75-y 6. Surety(if any) NameN/A Phone&Fax Number f AddressNlA 7. Lender(if any) r.1 NameN/A Phone&Fax Numberp ! ' CD a3 AddressN/A B. Persons with the State of Florida designated by Owner upon who notices or other documents may be served as � provided by 713,13(1)(a)7,Florida Statutes. Name Phone&Fax Number Address 9. In addition to himself or herself,Owner designates the following to receive a copy of the Lienor's Notice as provided in ¢ F- U 713.13(1)(b),Florida Statutes. W L% to W � Name Phone&Fax Number ® Vr � LL- = J U Address q� Z U O� O I- aq( OO = Q NOC a 10. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a 9- U C) f- LLJ F- ED different date is specified: I = Z co CL WARNINGTOOWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF LL F- O 11- 000 U COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA = O O L- � STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF ii- COLL Y COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 0 Q O d W OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE 2: U _U Z J OFCOMMENCEM T. < I-- -J Q U Signature ne�°s of o Own s ffl m cer/Director/Partner/Manager Print Name 0 / 0 Sworn to(or affirmed)and subscribed before me this/�day of Y 20J�by '1,� Gz /c as Li- V O Q " (type of authority,e.g.officer,trustee,attorney in fact)for (name of party on Ili. O p O behalf of whom i rument was executed. _personally known to me or produced ® F- Z w 4�4 as identification. LU J Lu J _ F-: U) LU y wa e4 co I-- F- o a CD slgnato of j (Seal) �V EXPIRE$:December1B,2022 .�'�f�4`'� BadW7ITUNduyPublcllyd MftM Name( --AND-- Verification pursuant to Section 92.525,Florida Statutes. Under penalties of perjury,I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. / Srgnato of Natural Peiso igA n line N11)Above II'LL011I UR City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: W` ) Date Received: � �C Site: 7 Permit Type: Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer s Examiner Date Contractor and/or Homeowner (Required when comments are present) Kupczyk, vRa mond + Pamela- HOME BUILT: 1996 ALL WORK SHALL CC)M SLY WITH PR �VAtLING �COMS FLOR104 UI�DINQ CQC , NArt®NAt,t=Lf~CTRiC co� , ANC!Tj CITY CDF Z HYRhttLLS ORDiNAMCES T"C"w�vv ciryOFZ A-IVA pt�ufL BA;' 33 7 1� FOPP l2 3 Z 211 Z 1 Fes.. FRONT OF HOME Customer: Pamela Kupczyk Project Name: Kupczyk,Pamela,2135858 Order Number: 7218TM.TF8 Quote Number: 10478754 Line# Location: Attributes 20 living room Special Designer, Double Sliding Door, French,Vent Right/Fixed, 95.25 X 79.5, Qty = Classic White 1 � : 1:9680 Vent Right/Fixed Double Sliding Door fl �- Frame Size: 95 1/4 X 79 1/2 . f General Information: Clad, 5 7/8",4 9/16",Oak Threshold f PK# Exterior Color/Finish__!�tandard Enduraclad,Classic White 2018 Interior Color/Finish: Bright White Paint Interior ,Glass: Insulated Tempered Low-E SunDefenseTm Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hinge Panel: Clear,Tempered Hardware Options: Black,Standard, Handle Included,Handle Included,Satin Nickel;Classic White,No Integrated Sensor Screen: Rolscreen®,Bright White,Satin Nickel Unit Accessories: Snap-In Between-The-Glass Blind Bottom-Up,White,Manual Performance Information: U-Factor 0.27,SHGC 0.17,VLT 0.38,CPD PEL-N-231-00142-00001,Performance Class LC,PG 55, Calculated Positive DP Rati�n�55,Calculated Negative DP Rating 55,FPAS FL12442,Year Rated 08111 rille o Grille, Wrapping Information: Foldout Fins, Factory Applied,No Exterior Trim,4 9/16",5 7/8", Factory Applied, Pella Recommended Clearance,Perimeter Length =350". Rough Opening:96"X 80" Customer Notes: INTERIOR TRIM IS Custom Product Instructions: cut down designer series sliding door to 77.5"on the height width is 95.25 This unit frame size will need to be 95.25 x 77.5". ***No NFRC or Hallmark labels will be supplied for this unit. To print an accurate acknowledgement for this line only, please choose the Proposal-Detailed report with the Exclude Performance box chosen. *** ***Disclaimer:"Please note: Due to system issues,the sliding door has been selected at a size within Pella's published parameters,but manufacturing has been instructed to produce the unit at the requested custom frame size of 95.25 X 77.5 QUOMATMCOM900003-Keylocks(LF) Qty 30 QUOMATMCOM010555-Casement Mull Covers Patio Door Install(LF) Qty 30 INSTARMCOR010204-Wood Patio Door Install(LF) Qty 30 QUOMATMCOM010554-Casing Door Install(LF) Qty 30 QUOMATMCOM020652-Exterior Trim Door Install(LF) Qty 30 QUOMATMCOM010552-Interior Trim Door Install(LF) Qty 30 For more information regarding the finishing, maintenance, service and warranty of all Pella®products, visit the Pella®website at www.pella.com Printed on 9/21/2018 Contract-Detailed Pane of 1F Customer: Pamela Kupczyk Project Name: Kupczyk,Pamela,2135858 Order Number: 7218TMTF8 Quote Number: 10478754 Line#:' Location: Attributes 25 living room Special Designer, Double Sliding Door, French, Fixed/Vent Left, 95.25 X 79.5, Classic Qty White 1 -, 1:9680 Fixed!Vent Left Double Sliding Door / F" rim Frame Siie: 95 1/4 X 79 1/2 / �17 PK# General Information: Clad, 5 7/8",4 9116", Oak Threshold Exterior Color/Finish: Standard Enduraclad,Classic White 2018 Interior Color/Finish: Bright White Paint Interior - Glass: Insulated Tempered Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hinge Panel: Clear,Tempered Hardware Options: Black,Standard,Handle Included,Handle Included,Satin Nickel,Classic White,No Integrated Sensor Screen: Rolscreen®, Bright White,Satin Nickel ' Unit Accessories: Snap-In Between-The-Glass Blind Bottom-Up,White,Manual Performance Information: U-Factor 0.27,SHGC 0.17,VLT 0.38,CPD PEL-N-231-00142-00001,Performance Class LC,PG 55,Calculated Positive DP Rating 55, Calculated Negative DP Rating 55, FPAS FL12442,Year Rated 08111 r- rill efif No Grille, -•.__"'- "'�.. Wrapping Information: Foldout Fins,Factory Applied, No Exterior Trim,4 9/16",5 7/8", Factory Applied, Pella Recommended Clearance, Perimeter Length =350". Rough Opening:96"X 80" Customer Notes: INTERIOR TRIM IS Custom Product Instructions: cut down designer series sliding door to 77.5"on the height width is 95.25 This unit frame size will need to be 95.25 x 77.5". ***No NFRC or Hallmark labels will,be supplied for this unit. To print an accurate acknowledgement for this line only, please choose the Proposal-Detailed report with the Exclude Performance box chosen. *** . ***Disclaimer:"Please note: Due to system issues,the sliding door has been selected at a size within Pella's published parameters, but manufacturing has been instructed to produce the unit at the requested custom frame size of 95.25 X 77.5 QUOMATMCOM900003-Keylocks(LF) Qty 30 QUOMATMCOM010555-Casement Mull Covers Patio Door Install(LF) Qty 30 QUOMATMCOM010554-Casing Door Install(LF) City 30 QUOMATMCOM020652-Exterior Trim Door Install(LF) Qty 30 QUOMATMCOM010552-Interior Trim Door Install(LF) Qty 30 INSTARMCOR010204-Wood Patio Door Install(LF) Qty 30 For more information regarding the finishing, maintenance, service and warranty of all Pella®products,visit the Pella®website at www.pelia.com Printed on 9/21/2018 Contract-Detailed Page 4 of 16 bi 412d18 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; Contact Us BCIS Sire Hap Links Search lj Product Approval USER:Public User Pmoiurt Al2prev t•lenu>Prrdu�;;r Agpl_aticn Search>AupL•cation List>ALF2442-:�� Det FL#Application Type Code Version 2017 Application Status Approved Comments Archived Product Manufacturer (PellaAddress/Phone/Email 19 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641)621-1000 P]Bortscheller@pelia.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/1.5.2/A440-11 2011 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A rittps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsjlXgYDJMD2TRvhffbxS4HOhWBCXKOmzEF7Rfm8ogfXQ+'o3d%3d 114 r24/2018 Florida_BuildingCade Online Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/10/2017 Summary of Products !___.__._...____._.._.......__...__.........._...__...__...1........_...........................____.__.---_—...._.......__.------.._......_...._...__..... _ . FL# !Model, Number or Name . Description 12442.1 (Designer Series Contemporary Designer Series Contemporary Sliding Patio Door-0(48 3/4"x I Sliding Patio Door-0(48 3/4"x 95 95 1/2")Fin Install 1 1/2") Fin Install Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL12442 R7 C CAC Approved for use outside HVHZ: Yes !Quality Assurance Contract Expiration Date Impact Resistant: No i 02/01/2026 Design Pressure: +60/-60 'Installation Instructions Other: Configurations of glass shall conform to current ASTM ' FL12442 R7 II PELL1659._p If E1300 standard with all glass being safety glazing, ; Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports F1-12442 R7 AE PELL1659.pdf i Created by Independent Third Party: Yes .............................................................(.........__...._...................... ......._....__..._................................. - ......W..................... ,........ 12442.2 Designer Series Contemporary Designer Series Contemporary Sliding Patio Door-0 mulled to Sliding Patio Door-O mulled to an an XO(144 x 95 1/2") Fin Install I XO(144 x 95.1/2") Fin Install ................._......_............__...._.......__.............-................_........................................................-........ .. ........ Limits of Use I Certification Agency Certificate Approved for use in HVHZ:'No FL12442 R7 C CAC 411-11-1485.La,?ci Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/04J2026 Design Pressure: +40/-40 ;Installation Instructions Other: Configurations of glass shall conform to current ASTM Fl_1.2442 R7 II PELt.16S9.pc1f i E1300 standard with all glass being safety glazing, Verified By: Warren W, Schaefer, P.E.44135 Created by Independent Third Party: Yes I Evaluation Reports FL12442 R7 AE PELL1659.pdf Created by Independent Third Party: Yes ..........................__... ....._....... .........................._.............. ......................_............_..............................................!. 12442.3 i Designer Series Contemporary Designer Series Contemporary Sliding Patio Door-OXXO(188 IjI Sliding Patio Door-OXXC (188 1/8" 1/8"x 95 1/2") Fin Install x 95 1/2")VFin Install ! Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12442 R7 C CAC 411-H-1483.16 {.rlt_ I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/10/2026 Design Pressure: +25/-25 'Installation Instructions Other: Configurations of glass shall conform to current ASTM1 FL12442 R7 II PELL1G59.pdf E1300 standard with all glass being safety glazing. I Verified By: Warren W, Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports II FL12442 R7 AE PELL1659.pff I Created by Independent Third Party: Yes 12442.4 Designer Series Contemporary Designer Series Contemporary Sliding Patio Door- XO (95 1/4" !Sliding Patio Door-XO (95 1/4"x 95 1 x 95 1/2") Fin Install 1/2")Fin Install !.__._.......-..______._._....___...._..............._..._..;_.........__..............__....._.__.._._.....__..___................_....................._____...._......._.__.._._...._..__.._........_....._._._..................__...__................ .... I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12442 R7 C CAC 411-H-1488 1",p1 t Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No i 02/03/2026 Design Pressure: +40/-40 (Installation Instructions Other:Configurations of glass shall conform to current ASTM ; FL12442 R7 II PEt_1-1659.pdf j E1300 standard with all glass being safety glazing, i Verified By: Warren W, Schaefer, P.E. 44135 Created by Independent Third Party: Yes !Evaluation Reports 1 F1.12442 R7 AE PEL.tI.659.pdf Created by Independent Third Party: Yes _ ................................................................................__.............................................._ _1.........................................._._.............._..............__..............._.. _........_........, _._.-................._............... ........-._._.._...._.....__......_.. _..... 12442.5 Designer Series French Sliding Patio Designer Series French Sliding Patio Door- XO(71 1/4"x 95 Door-XO(71 1/4"x 95 1/2") Clip 11/2")Clip Install i Install Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i FL12442 R7 C CAC 411-H-1488.0 R it Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Imps://www.floridabuiiding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsjlXgYDJMD2TRvhffbxS4HOhW6CXKOmzEF7Rfm8ogfXQ%3d%3d 2/4 9o-,112018 Florida Building Code Online . , . Impact Resistant: No 2/6 Design Pressure: +60/-60 Installation Instructions Other:Configurations m glass shall conform m current*S/n szsou standard with all glass being safety glazing, . *4135 Created by Independent Third Party: Yes . ^ ! Evaluation Reports � � iFL12442 R7 AE PELL1659.pdfCreated by Independent Third Party: � � � ���� �� ��������� 12**2 o 1 Designer Series puuo 1/4" ,ys !_- '- `7 -/4 x_ -- ' F- 1/2") Fin Install Install Limits of Use Certification Agency Certificate ' | Approved for use in wv*Z: No Approved for use outside HVHZ: Yes Quality-Assurance Contract Expiration Date Impact Resistant: No 02/01/2026 | Design Pressure: +so/-anInstallation instructions i Other: Configurations of glass shall / e1sou standard with all glass being p.p. *4/1s | Created by Independent Third Party: ,es Created by Independent Third� Evaluation Reports Party: Yes ---' - --`-- i ^z°42./ n 44^x95 ! (r1z/4"xes1/zlScrew 1/2")Screw InstallInstall ............ _- ' ...... ..... ............. ................................. .......... __- . 'Limits mUse Certification Agency Certificate Approved for use in xv*z' No Approved for use outside nx*z' Yes Qualify Assurance Contract Expiration Date . Impact Resistant: wo 02/01/2026 Design Pressure: +60/-60 Installation Instructions Other: Configurations vr glass shall conform tucurrent AsTm |szznu,tangonuwimano|assuemnsae�n��nq. P.E. *1ss ' ! . . : `e,Evaluation Reports ' | i � xs _-__ _ / | � �'`�^ " "=,y.x,"o�s rmocn u* :82) ' _l~`~ ^Op~ *` ^,^/ ,, "Install Fin InstallLimits of Use Certification Agency Certificate Approved for use m m"vZ No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/01/2026 | Design p +55/-55 Installation InstructionsJ Other:Configurations of glass shall conform to current ASTM LL1244LR7 H ELL1659 p f szsno standard with all glass my efer, P.E. 44135 � Created by Independent Third Party: YesEvaluation Reports ' ' / - 1244�2.9 Designer Series French Sliding Patio Designer Series French Sliding Patio Door- XO ' s 1/w^ xys _------ </nstao I Certification Agency Certificate Limits^' Use Approved for use in HVHZ: No FI-12442 R7 C CAC Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/61/2026 Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to'current n FL1.2442 R7 11 PELL1659.pE1300 standard with all glass ' being safety glazing, . wzzs Party:Created by Independent Third YesEvaluation Reports . � us � --------- --'----- --_______.-___ __L�������������� �� ?� - � ^--^ ^--' Contact us2601 Blair Stone Road,Tallahassee FL 32399 umune:850-487-1824 The State wFlorida is an AA/EEO employer. `arL4u�_sjgLu��` ,ueftu���ement 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 se d electronic addressmail to this entity.instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395. 'Pursuarrit to secti" 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 on'i'.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish pply a patsonal address,please provide the Department with an email -__-_ch can be made available-the public. - --_---if',.'-.. ~~~-~~~~.~, ,~~.~please click here. /.ops 1 ow rIlLSE OR�Ill�JGS II�C•IPI'I.lCAdLE ON';0,HE ,ITT GENERAL NOTES: 0 r �:IR III,'��El.-eL`l 011 ;-IN AND I Aal.- 'E ORZVINGS� SPE TO BASE N.,�'aRIAIL SiIAI P C"'O F!"Y..'of i'E"S�o I. ALL FASTUERS SHALL OE IN AC,,'ORI)AfX, ,YIP, ::r_ CIf,FO ATICHOR F AN A� Ill WALL HNISH 01;',TUCCO. CHORING OF MAIL .ujGR I`-STLLITION OF INY OTHER...... TILE, nr USED FOR RAPOi�L AlIn,'OR I.CCIL BEYCN 2. OPEN, "G ::S "!!�r IROPERLY NSTMLED TO IRANSi FR W;ND LOADS TO FIN 17, 01-IONAL OF W.'L'TiC9UCT NOT InOOUCED "Y illi. THE STI`,TJ'f';TCl'j�'?E`U(:�K: 1. IF.` OF IOT �SIAIZD tHF-nRA.111M -D:�ROIIJM V,c N 'CCORCIANC, dfli', I I) .,;c ['HALL 11 3. THESE :%IPAI�7 RATi N!!MEET T:ic AJF�M :i 1H, V 2 11/07I. '57 "AL! 'ES 4. DUI DING BE([F,�) :U=AITC.';ORS lECUffl:!f;PRCU•Xf �j I, TREA;LD 0, i,111,1:1; :IF Tt ——————T— _MICAU; N ',TXID� -P­:F!EO. L:K� .Q CAU-C ll.� -_ :,:, !�� 5. MIATER!ALS,4WLUDI,T;1, (Tr J7_ `AT ',CT Nff�l rjlt,F�OISSII.1101�%'ArEMALZ IT 70 111 NI'l CONT. 1-IN ,AA` 3E REVCIvf-��, 1;\:<. 10" M,%X. SHALL MLET ;HF HEQUIRCMENTS CF t`,O:?z'A "I'DE(.!4APTi:R ZTL 5" MAX. 6. TO PIE BEST OF OUR ANONLEDGE.111. PRODUCT lSIi0'hN HERON IS CERDFILD A QUALITY BY A FLORIDA SATE WHEN KEOUIRED BY FRAME SCREWS OR APPROVED CERTIFICAFICN/QA ENTITY&SIVUL BE LABELED IN ACCORDANCE NITII ME FOC AND THE FLORIDA OEPARTMENr OF OPENING CONDITIONS rA_� BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART CF THIS ORiWINC AND SHALL BE INSTALLATION CLIPS 'S QUALITY AS5URANCE SPECIFCATIONS&TESTING REPORTS. INHERE SHOWN AT HEAD. N ACCORDANCE WITH THE MANUFACTURER 7' CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) SEE "FRAME ANCHOR PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OEPARTMENT. 2)PRODUCT is REQUIREMENTS TABLE" INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED'WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS 10 SIMILAR ON THIS SHEET FOR BE INCORRECT RRECT OR INCONSISTENT WITH WHAT HAS DEEM TESTED. w ACTNE INACTIVEJ Op REQUIREMENTS, THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL POSRE & M W 6 FOR THE INSTALLED PRODUCT. - g= /81 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART U) OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER&IOR INSTALLER. 4- —STR FRAME ANCHOR REQUIREMENTS TABLE PLATE FIN FASTENER WITHIN 4" OPENING TYPE FRAME/CUP/NAIL FIN TO IMINIMUM o OF CORNERS & 5" TO OPENING FASTENER TYPE EMBED (SUBSTRATE) I MINIMUM EDGE DIST. w 7" O.C. SEE "FRAME z L—STRIKE SCREWS INTO ANCHOR REQUIREMENTS co FRAME SILL SCREWS I t�E �7,0 SUBSTRATE (1 PER SILL SCREWS TABLE" ON THIS SHEET O� (yo 1 0 0 FRAME OR BUCK STRIKE). SEE "FRAME WHERE SHOWN. FOR REQUIREMENTS. OL MIN- ,�, G_C NO. 10 SMS OR WOOD SCREW 1 1/4 3/4" LIT (MIDI.'I;'R' ANCHOR SEE "FRAME m M Z< 0 MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" REQUIREMENTS I ANCHOR U < MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" TABLE" ON THIS REQUIREMENTS 0 Mi� MIN. 1/8"THK 6063-TS ALUM. NO. 10 CR.5 SELF TAP/DRILL SCREW FULL 1/2" 1 0- SHEET FOR SCREW TABLE" ON THIS C-90 CMU/2500 PSI CONCRETE (1) 1/4"CONCRETE SCREW I REQUIREMENTS. UJI LEI (WL 2' SHEET FOR J­ 0- d REQUIREMENTS. z TS (2)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION C) 0 1 3/8- (2)N/A EDGE DISTANCE MAY BE DECREASED TO 1/2" IF NO. 8 X 1 1/2'EMS (4)MiN. 2X_WOOD FRAME OR BUCK (MIN. GR. 3&G�0.55) MIN. 1/8"THK_A36STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2)N/A 0 SCREWS ARE ANGLED 15 0 m MIN. 1/8-THK 6063-TS ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL (2)N/A TO 20 DEGREES AWAY z 0 Ljo INSTALLATION CLIP SCREWS (ALTERNATE STRAIGHT CONDITION) FROM THE EDGE. cy MIN. 2X6 WOOD FRAME OR BUCK 6" MAX. 6" MAX. L�g NO. 8 X 1 1/2-SMS 1 31 4: V)2 oz 0, (MIN. OR. 3&G=0.55) UJI_1 `Q R(n MIN. 18-QA. 33 KSI METAL STUD NO. 8 GR.5 SELF TAP/DRILL SCREW FULL EXTERIOR ELEVATION' F- I'< A Q ;K.S2,-,, MIN. 1/8"11-iK A36 STEEL .110. 8 CR.5 SELF TAP DRILL SCREW FULL �1/2_ 2—PANEL SLIDING DOOR DOOR Cc< E5 v MIN. 1/8-THK 6063-T5 ALUM. NO. 8 OR.5 SELF TAP/DRILL SCREW FULL 1/2- SCALE: 1/2" = V-O" UICL Z:� cn I Q� g (3) NAILING FIN FASTENERS (NAIL FIN MOUNT CONDITION) Fn Z 0 MIN. 2X_WOOD FRAME OR BUCK Lu 0 NO. 8 X 1 1/2-EMS 1 3/8- 1/2" MZ 8=3, (MIN. GR. .3.&G=0.55) ALLOWABLE DESIGN PRESSURE mm MIN. 2X_WOOD FRAME OR BUCK 11 GA. ROOFING NAIL - 1 3/8- 1/2- (2-PANEL SLIDING DOOR) uo)(MIN. GR.3&G=0.55) A3 mn "THK A36 STEEL (1)DOOR MAX. MAX. ALLOWABLE MIN. 1/8 NO. 8 R. 5 SELF TAP SCREW FULL 112" CO3 MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- STYLE FRAME FRAME PRESSURE ,a ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE- WIDTH HEIGHT (+/- PSF) STRIKE SCREWS %", * ALL ALTERNATE ANCHORS IN 'HEIR SPECIFIED (a) (IN.) (1)MIM 2X.- WOOD FRAME OR BUCK (MIN.OR..3& G=0.55) R EN 1 1/4- 3/4- SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE NO. 8 SNIS OR WOOD SO 41; FUE — WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND CONTEMPORARY 95 1/,1. 95 1/2 40 U) .4u 0 0 MIN. 18 GA. 33 KSI METAL STUD NO. 5 GR.5 SELF TAP DRILL SCREW 1/2' TO BE EQUIVALENT TO OR STRONGER THAN THE FRENCH 95 1/4 95 1/2 50 (A 1/2" JOB MIN. 1/8"THK NO. 8 GR.5 SELF TAP DRILL SCREW F ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRENCH 95 1/4 82 55'30 S THE SAME THK 6063-T5 ALUM, llj'Tl,0_ llLFRTAP/DlIU_SCREW FULL 1/2' 7/ b MIN. 1/8 FRENCH IT1 4 6 /,6 ON, c, C-90 CMIJ/2500 PSI CONCRETE CONCRETE SCREV i 1/4" 2" INSTALLATION EvALuAnoN is DAsEo ON APPLICABLE ANCHOR STANDARDS (1) CONTEMPORY & FRENCH ARE OF Z •�A, Z -FLEX (S.S-). ITW RAILS Sz (I)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE AND/OR WFOR?,IATION&RESULTS FROM APPLICABLE TEST REPORTS. THE EXCEPT THE DOOR PANEL STILES RAMSEF/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). FLORIDA BUILDING CODE VERSION CONS111111)WITH THE EVALUATION.1 THE FRENCH ARE TALLER (2)STANOARD BEFIT CLIP INSTALLATION SCRLAS SHALL BE POSITIONED WITHIN 1/4"OF THE THAT IN FORCE wr THE TIME OF THE EVALUATION. IN THE EVENT OF m *9 %'l BUCK/SUBSTRATE EDGE I AND, IF INTO WOOD,ANGLED 20 TO 30 DEGREES INTO THE BUCK. CODE VERSION CHANGES/UPDATES OR IN THE EYIENT THAT WEN OR CONTEMPORARY. VIN (3)WHEN SCREWS ARE USED WITH THE MAIL FIN, THEY MUST BE A WAFFLE I Ir,\o SCREW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT.PRIOR 'AVE A FLAT WASHER AT THE SCRL,V HEAD. TO STAflmG CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER ORAIIIIIJU.0. SHALL CONFIRM WITH THE INSTALI ITCH EVALUATION ENGINEER OF RECORD 1 659 9 BUCKS SHALL BE OF A&IINIMU!A DEPTH REQUIRED TO MEEll ANCHOR EDC' DISTANCE THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT"ITH THE 11(4)1- r SHl._-r I.. R;ic&IREMENTS BUT NO LESS THAN 3 1/2" (2X4). THEN CURRENT TESTING.CODE AND APPUCABLE STANDARDS. 1OF 7 1 46 3/4" MAX. ...._. I FRAME WIDTH --� �—I o" MAX. O.C. IFR.A.ME SC._US MAX. FOR „ �. n:-0Ac. —_ " .: 'li., -iE.— WHERE HOINN AT PC`i ;lnE" I I I I iiE,AD. ;slE I -N6•;u -. ;:IN D,! ANCHO.RiNG 6" MAX.X. —I ;0 MAX. IC.---'-- —6" S!A.X. ANCHOR EE I �I ._ ! I OF 'aAIL FINIS CPIIONAI FRAME SCREWS OR INSTALLATION CLIPS REQUIREMENTS AT HEAD r' SHALL NOT 4.8 3/4" MAX. I - WHERE SHOWN AT HEAD & SIDES. SEE TABLE" ON SHEET 1 ACI AS A SUBSTITUTE FRAME WIDTH - "FRAME ANCHOR REQUIREMENTS TABLE" ON FOR REQUIREMENTS. FOR THE FRAME 6" I 6" SHEET 1 FOR REQUIREMENTS. ANCHORS SPECIFIED. FIN MAX. 10" MAX. U.C.-- SIMILM SIMILAR I MAX. NAIL FIN AND A q A MAY IR REMOVED WHEN 6 ANCHORING 6 REQUIRED BY OPENING 6 _��• OF NAIL FIN t_ CONDITIONS IS OPTIONAL 6" MAX. AT HEAD & 6" MAX. I• j I j SIMILAR .I SIDES & j SIMILAR SWIM SHALL NOT ACTIVE INACTNE & SIMILAR FIXED OPPOSITE OPPOSITE ACT AS A IMI S AR I / FIXED OPPOSITE_' 61 Bt 3 r B2 B2 SUBSTITUTE 6 v 6 v B2 B2 I z v v FOR THE v v o �- o= 6 I 6 FRAME 6 6 NAIL FIN AND t wp o STRIKE .I ANCHORS ANCHORING OF �o 0 Z PLATE SPECIFIED. FIN FASTENER = I NAIL FIN IS OL cn rn I FIN MAY 8E WIIHiN 4" OF w OPTIONAL AT - z¢N m o STRIKE SCREWS INTO I _ REMOVED CORNERS & ¢ o HEAD & SIDES & O a n a SHALL NOT ACT o g - ~ ¢ SUBSTRATE (1 PER SILL SCREWS WHEN SILL SCREWS 5" TO 7" O.C. X AS A SUBSTITUTE REQUIRED BY a I SILL SCREWS J ow _ 1 STRIKE). SEE "FRAME INHERE SHOWN. OPENING WHERE SH04VN. SEE "FRAME xa z WHERE SHOWN. FOR THE FRAME � 'w a ANCHOR I w ANCHOR SEE "FRAME SEE "FRAME REQUIREMENTS = `2 ANCHO�S ED. FIN O n _ I. I CONDITIONS F SEE "FRAME it I REQUIREMENTS i ANCHOR ANCHOR TABLE" ON ANCHOR t REQUIREMENTS SHEET 1 FOR WHEN REQUIRED -�w w a TABLE" ON SHEET 1 REQUIREMENTS REQUIREMENTS MAY BE'REMOVED FOR SCREW TABLE" ON SHEET TABLE" ON SHEEP REQUIREMENTS. I TABLE" ON SHEET 8Y OPENING =� 4 z REQUIREMENTS. 1 FOR 1 FOR ` ^ REQUIREMENTS. REQUIREMENTS. 1 FOR CONDITIONS zo cc REQUIREMENTS. wZ _ FRAME SCREWS w2 z0, OR INSTALLATION -En w 6" MAX. CLIPS WHERE n Z¢ -^_ Q L I,I I, d SHOWN AT HEAD xa �" � s�r 6" _ I 6' �.JI _ a 6" I_ & SIDES. SEE Z� w¢L` 6" MAX.— — 'L'_L'_L-3,• MAX. 6" 6" J L MAX. I I MAX. "FRAME ANCHOR S2 I d'w" EXTERIOR ELEVATION: MAX. MAX. I I REQUIREMENTS W o` 0�� oz wz F9". 2—PANEL SLIDING DOOR DOOR EXTERIOR ELEVATION: EXTERIOR ELEVATION: TABLE" ON SFIEET Q �� =J ui SINGLE FIXED PANEL DOOR SINGLE FIXED PANEL DOOR 1 FOR �� 3a SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" REQUIREMENTS. - JIno (FRAME SCREW OR CLIP MOUNT CONDITION) NAIL FIN MOUI�IT CONDITION - ( ) (FRAME SCREW OR CLIP MOUNT o3 CONDITION) \ ALLOWABLE DESIGN PRESSURE __ a3���o \ (z-PANEL SLIDING DOOR) A_ LLOWABLE DESIGN PRESSURE ��`�P SEE 2-PANEL SLIDING DOOR TABLE ON (CONTEMPORARY & FRENCH STYLE �`�cr� SINGLE FIXED PANEL DOOR _ SHEET 1 - ) Z�;iu c�� o of60 PSF co:z (1) CONTESIPORY & FRENCH ARE THE %zi:Li O N�,•' ` SAbIE EXCEPT THE DOOR PANEL STILES & RAILS OF THE FRENCH ARE TALLER !� •Q��� uw�wwc wu. Rtv. THAN THE CONTEMPORARY. ''J�&bMo� QQ•00�\` 5 EET 110 D 2 of 7 I,! MAX. FRAME 712TI.i iFRAMF -,CRE*., CR i0" �',IAX. O.C. INSFALLANON CLIPS ::,';i -A :)F 'JAIL FIN IS I 11,11HEREE SHKA'IN A! �t'AMZ SCRE'Y/S 3-13 IN�TALL-A;!CN �'L:P, H E1111 E AS A! -;t.A SHALL NO I AC r SHOWN AT HEAD A SIDES. SEE .RAMIE ANCHOR ANCHOR HEAD. SEE "FRAME A SUBSTITUTE FOR 'THE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET I FOR ANCHOR REQUIREMENT SPECIFIED. FIN MAY BE REMOVED WHEN TABLE" ON SHEET I REQUIRED BY OPENING CONDITIONS REQUIREMENTS,-r A FOR REQUIREMENTS 6 A 6" MAX. SIMILAR ACTIVE OPPOSITE SIMILAR FFIXED 7 op FFIXEDJ B 1 B 1 SIMILAR & 6 SIMILAR OPPOSITE rB2`\ . C82N z LLI z::j---FlN FASTENER WITHIN -NAIL FIN AND L��C) 0�0 0 u, 4 OF CORNERS & L3 ANCHORING OF NAIL C) 5 TO 7O.C. S .1" D.CEE - < d FIN IS OPTIONAL AT CL X Za 1 = HEAD & SIDES & 0 - FRAME ANCHOR < SHALL NOT ACT AS A 0 --�E REQUIREMENTS TABLE" >� SUBSTITUTE FOR THE < Q- ON SHEET 1 FOR SILL SCREWS FRAME ANCHORS SILL SCREWS WHERE Ld wm- REQUIREMENTS- SPECIFIED. FIN MAY 1- EL WHERE SHOWN. SHOWN. SEE "FRAME z SEE "FRAME BE REMOVED WHEN ANCHOR 0 ANCHOR REQUIRED BY REQUIREMENTS - I REQUIREMENTS OPENING CONDITIONS TABLE" ON SHEET I ;I=g TABLE" ON SHEET FOR REQUIREMENTS. .0 oc, I FOR z 0 I REQUIREMENTS N25 z 0 V) R.w U)C-) zc- < 6 5 1,0-.1 m 6" MAX. t 6" MAX. m AX. 3" 3 6 MAX.- Z 0 1 CL g z EXTERIOR ELEVATION; EXTERIOR ELEVATION: ui 0 US 2 0z w -PANEL SLIDING DOOR WITH SIDELIGHT 2-PANEL SLIDING DOOR WITH SIDELIGHT �2 n SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-O" (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE (FRAME SCREIN OR CLIP MOUNT CONDITION) U,z (CONTEMPORARY & FRENCH STYLE 2-PANEL SLIDING DOOR WITH SIDELIGHT) 40 PSF (1) CONTEMPORY & FRENCH ARE THE I.A SAME EXCEPT THE DOOR PANEL STILES Mn M.Z.-W,- A RAILS OF THE FRENCH ARE TALLER -c' k. con ia.. z6 THAN THE CONTEMPORARY. w T 0: 6 0 z uI .......... "'I'lil12i III%" """159 Q SHEET:*- .3 of 7 `;?A1I[ SCREWS OR INSTALLA7V! CLIPS WHERE SHOWN AT HEAD. SEE NAIL FIN AND ANCHORING OF NAIL FIN IS "FRAME ANCHOR REQUIREMENTS OPTIONAL AT HEAD & SHALL NOT ACT AS A TABLE" ON SHEET I FOR suBsriTurE FOR THE FRAME ANCHOR SPECIFIED. REQUIREMENTS. A FIN MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS --k7 SIMILAR INACTIVE ACTIVE FA—CTIVIff] IPOSITE f8l\ z wm c, uj��o FIN FASTENER WITHIN Of o 4" OF CORNERS & 5" TO 7" jx 0 C. SEE z < o "FRAME ANCHOR L) << SILL SCREWS REQUIREMENTS TABLE" 0 :2 < I WHERE SHOWN. ON SHEET I FOR m ow 6 REQUIREMENTS. uj cl. SEE "FRAME I-_ EL ANCHOR o z REQUIREMENTS TABLE" ON SHEET O I FOR REQUIREMENTS c)0 0 in cD,f u_� v3 E o uj:3 z cm, v) Rm w v)�� w'-c 6" MAX 6" MAX. x E< .� L z 3" z I w o - (n z m wo uj o G EXTERIOR ELEVATION: 4-PANEL SLIDING DOOR ow S E SCALE: 1/2" = 1'-0" u)z 3 cl (NAIL FIN MOUNT CONDITION) o DESIGN PRESSUREJ ALLOWABLE DES (CONTEMPORARY & RENCH.STILE 4-PANEL SLIDING 0,j La� co w .4- T5 PSF (1) CONTEMPORY & FRENCH ARE THE 6 zj: SAME EXCEPT THE DOOR PANEL STILES & RAILS OF THE FRENCH ARE TALLER THAN THE CONTEMPORARY. 4-41•-,?s LSHEET=N0. 4 F'o 7 • CW.Y.:�:H., C.ECIEC.Y ' L'ofEv'e Qtr•in] -7, FRAMF SCFE4l; GA INS GLAT10H CLIPS WHERE SHOWN AT HEAD & NAIL FIN AND ANCHORING OF MAIL FiN IS I - SIDES. SEE "FRAME ANCHOR OPTIONAL AT HEAD & SIDES & SHALL NOT ACT AS REQUIREMENTS TABLE" ON SHEET i A SUBSTITUTE FOR THE FRAME ANCHOR SPECIFIED. FOR REQUIREMENTS. A FIN MAY BE REMOVED WHEN REQUIRED BY o 6 OPENING CONDITIONS 6" IAX. ITTIM I INACTIVE I / ACTIVE ' / ACTIVE ( / INACTIVE S MiLIR SIMILAR I OPPOSfTE 81 I $1 z _ fi v ( I I 6 v WOO j o EL {( L) s I SILL SCREWS oa g I WHERE SHOWN. ow.a I SEE "FRAME � z aW. -0- cv I I I ANCHOR REQUIREMENTS (' TABLE'. ON SHEET A, f I FOR II REQUIREMENTS. Ua��- l w� U-z j j I j I iI I W z'o 6" MAX, ZI ..��II(I�. a '(I�.�f. W F .to< v 6'* MAX-� -�_ 6,. hAX. -� (— -� J•. 3' 3,. � wQ j Wz Oz wz EXTERIOR ELEVATION; 4—PANEL SLIDING DOOR - w=ma a z SCALE: 1/2" = I'-0" z y u (FRAME SCREW OR CLIP MOUNT CONDITION) rt a ALLOWABLE DESIGN PRESSURE e n LL S;� O —C3,� Y a o- (CONTEMPORARY & FRENCH STILE =co'w o z= - 4-PANEL SLIDING DOOR) +j- 25 PSF ?'J1 Z (1) CONTEMPORY & FRENCH ARE THE ff�r666•-..".• 'Q� y' G \(�\ SAME EXCEPT THE DOOR PANEL STILES +/pppMtt�p c RAILS OF THE FRENC4 ARE TALLER ownwnc ua, xv. THAN,THE CONTEMPORARY. • - SHEET N0. 5 OF 7 FiN FASTENER PER ELLVATION PUN SCALANT BY OTHERS �Ij�STRA:T' BY OTHER BCHND NAIL. FIN AMIE ANCHOR TA211" 3/6'. 5/8" MAX, SHIM A'� ME INIOTH MAX. SHIM ........ J?C,NTICN AT KHCR LOW EXPAIISION', EACH A� SUBSTRATE. BY— I-ON -�i!ANSICN SUBSTRATE BY FOAM AROUND FOAM AROUND OTHERS PER OTHERS PER "FRAME ANCHOR PERIMETER OF PERIMETER OF DOOR FRAME "FRAME ANCHOR'. # DOOR FRAME SEA NT REQUIREMENTS REQUIREMENTS BY TABLE" TABLE" OTHERS I RAME STRIKE SCREW F PER ELEVATION STRIKE SCREW FIN FASTENER PER ELEVATION EXTERIOR PER ELEVATION SEAL SPACE WITH LOW EXPANSION FOAM SEALANT By OTHERS BEHIND AROUND PERIMETER OF NAIL FIN' DOOR FRAME 0 STRUCTURAL C,0 SEALANT/ADHESIVE n 0- T 0 PTIO I" �FIIANL MiL EXTERIOR EXTERIOR ¢ 0 < 0 --STRIKE STRIKE M SEALANT BY SEALANT BY ui w OTHERS OTHERS z SECTION 82 0 R SECTION 413� L) SCALE. 1/2 FULL N. 6 L SHIM OR GROUT SCALE: 7/2 FULL \,6,) 1/4" MAX_ RAME SCREW MOUNT SHOWN. SEE DETAILS SILL CREW SUBSTRATE BY OTHERS (NAIL FIN MOUNT) FRAME S ON SHEET 7 FOR DIRECT. 0 0 Zo PER ELEVATIONS CLIP MOUNT DETAILS. PER "FRAME ANCHOR SECTION REQUIREMENTS TABLE" =i z 0 SCALE: 1/2 FULL W in 0 0 E� . _ �='j FRAME SCREW WITH OPTIONAL NAIL FIN CONDITION Q 0-4� SHOWN. DIRECT MOUNT & CLIP CONDITION ALSO a m X ,,� APPLY. SEE DETAILS ON SHEET 7-FOR DIRECT LU z]� Z W MOUNT Fc CLIP CONDITIONS. 2_1 = 81'= z 0 z w F, aka V)z .0 *z 1z,4- -4, 0 zj\ c" 00 0 , .a- 'l \Z :tg ?%R 1659 D­ ru'10. OF, 7 3,/8" MAX. (�Cwiimu)U'S WOOD MEMBER LESS AT CLIP "RAIIE 1AII&H IN THICKNE'3S THAN A 2X- ]UCK SUBSTRATE BY R3 PER"0 BE WIN 3 1/2" DEEP (NOT 7RAMIF ANCHOR MSTALLAFION CLIP SCFL'N—_ RE11) ,N SHIM SPACE 1- :1 r CUR FRA.M� WIDTri DiMl L P Y,I ,�.QiSN diE. CLIP ANIii.p, 15 'y" EXPANSION .HICTIONS).— (IINi 11P ',i'Al- SPACE NIPI Li;?:' ?0 OL-32EES �OAM ROIAID -7,1) ;7rF_.3 'FRA:,!E FOAM AROU'No --R!.MiIER OF EaSSARY 10 .1,11i E! PERIMETER OF EDGE DISTANCE DOOR FRXWE REQUIREMENTS DOOR FRAME TABLE" 2 PER REQUIREMENTS) SEALAA,N BY CLIP). ANGLE NO. 8 X 3/4" NO. 8 X 3/4" OTHERS r SCREW 20-30* SCREW (2 PER SCREW (2 PER WHEN INTO WOOD CUP) 7 CUP) SUBSTRATE. STRIKE SCREW PER FF X—T E—RI O-R] STRIKE SCREW PER--;-, ELEVATION FRAME SCREW PER ELEVATION oz ELEVATION & "FRAME ANCHOR REQUIREMENTS SUBSTRATE BY SUBSTRATE BY OTHERS�- TABLE" OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS TABLE" z OPTIONAL DIRECT MOUNT DETAIL REQUIREMENTS 0 TABLE" - TO SUBSTRATE WITH SPACER troo u)- (L (HEAD SECTION SHOWN; SILL do SIDES ARE INSTALLED THE SAME) 6 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 2 EXTERIOR 0 m < INSTALLATIONSTRIKE INSTALLATIONSTRIKE CLIP CLIP o SEALANT BY SEALANT BY m � OTHERS OTHERS uj w STANDARD INSTALLATION CLIP DETAIL (BENT CLIP) z 1124 ALTERNATE INSTALLATION CLIP DETAIL (STRAIGHT CLIP) o (SIDE SECTION SHOWN; HEAD IS INSTALLED THE SAME) L) SECTIONS) (SIDE SECTION SHOWN; HEAD IS INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SEC (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 41 (INSTALLATION CLIPS ARE NOT APPLICABLE AT THE SILL) (INSTALLABON CLIPS ARE NOT APPUCABLE AT THE SILL) _�[AIL FIN Zoo 3003-1-114 ALUMINUM rn u) 6.137 TO 8,187 m z U6137TO1,11 W zo 4, 58 o o 6 o o E �, G� owg . o 0 o o 1.875 it - cL g v o o 0 o I Lo 0 -z 2-1 mz 45 -o z BENT PORTION OF CUP MAY BE SNIPPED OFF 0.052 j 3:o I CEMENT TO DOOR FRAME.F REO'D FOR PLACEMENT 3: FRAME INSTALLATION CLIP (50 KSI STEEL) z c L.". ail-:x 0 u)'tj k4l —olimv�G nu. REv. 1659 Q FEET�10. 7 OF 7