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Home My WebLink About21-3039Ki i y 6 ep yr i s 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 It 1" BAR-003039-2021 Issue Date: 10/18/2021 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE RE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Building Department Date Received 10/18/2021 Phone Contact for Portntittin 0 =1�1 I I I I I 1 19" :r3:Ex:xn=Ej= owners Name LISA KRICK Owner Phone Number owners Addr9ssE126 16TH ST ZEFEHYRHILLS 33542 (In., Phone Number Fee Simple Titleholder Name E= owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 16126 16TH ST ZEPHYRH1LLSFL SUBDIVISION PARK HILL PARC EL I D# WORK PROPOSED NEW coNSIR INSTALL ADDIALT REPAIR PROPOSED USE TYPE OF CONSTRUCTION SFR BLOCK Comm FRAME DESCRIPTION OF WORK REPLACE T WINDOW UNITS BUILDING SIZE SQFOOTAGF= Fox-813-780. 0021 3 3;`7 LOT all -21-0180-00000-0740 108TAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH OTHER STEEL IZE/SIZE) FL33429.1 & FL334": HEIGHT [= EorUILOING 5339.3VALUATION OF TOTAL CONSTRUCTION 8 [ELECTRICAL AMP SERVICE PROGRESS ENERGY W-1 =PLUMBING =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS == FLOOD ZONE AREA =YES NO . . . . . . . .. . . . . . . . BUILDER COMPANY SIGNATURE REGISTERED L)U N FEE CURRE1, Address 'S I License# _W 2Z 7 ELECTRICIAN COMPANY RED N j FEE WRAU SIGNATURE Address License Address COMPANY OMPANY SIGNATURE REGISTERED L_jL N FEE CURREK Address License III MECHANICAL COMPANY SIGNATURE REGISTERED L_y_LN_j PEECVRREN Address License 0 OTHER COMPANY SIGNATURE REGISTERED LYIN FEE CURREI Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (I) set of Energy Forms: R-O-W Permit for new cons Minimum ten (10) working days after submittal date. Required onsito, Construction Plans, Stormwaler Plans w/ Silt Fence Insiallec Sanitary Facilities & I clumpslef; Site Wont Permit for subdivis4ons,1181790 Projects COMMERCIAL Attach (2) complete sets of Building Plans plus 8 Life Safety page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten( 10) wGrk ing days allot Submittal date. Required onsite. Construction Plans, Sjormwater Plans wl Sill Fence Installe( Sanitary Facilities & I dumpster, Site Work Permit for all new projects. All commercial requirements must meet complian"I SIGN PERMIT Anach (2) sets of Engineered Plans, -'PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . Fill out application completely. Omer & Contractor Sign bsck of application, notarized if over $2500. a Notice Of Commencement is required, (A/C upgrade$ over $7500) or from owner authorizing same Agent (for the contractor) or Power of Attorney (for the owner) Would be someone with notarized left OVER THE COUNTER PERMITTING (copy of contract required) Retools it shingles Sewers Service Upgrades AJC Fences (ploUSurvey/Foolage) Driveways -Not over Counter if on public roadways -needs ROW E 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 focal regulations. It 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 IMPACT/UTILITIES 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 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 to the 'owner' prior to commencement, CONTRACTOR'SIOWNER'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 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 Sayheads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, Southwest Florida Water Management District -Welts, Cypress Bayheads, Weiland 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 "V` unless expressly permitted. If the fill material is to be used in Flood Zone "A", It Is understood that a drainage plan addressing a "pornpensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. Ifit the fill material is to be used In Flood Zone 'N' 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, sighs. 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 anylprovisions 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 cau : fie 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 OWNER idenlification Public 5u0sa1D81J and sworn -to (of affirmed) bofora me this wi�c _Ware PerSOnajly known to me or hasAiave produced identification, ------NQta,y Public Commiss,on No. Name oP Notary typed, printed or stamped Page 10 f 3 Pella N Re-liabilt EEM IM6VINOG. Other PSE Pricing Worksheet - Windows (Complete and Fax to Installer) Customer e- le— Store; Phone (home): tT/3- &? -Z OZ 7 Phone (cell): Phone (other): Install Address: 61Z 6 & A 5� S-35 iL 01 bC4(?W1-)eV 13 Directions: 1. Draw the walls where windows are being replaced and label them front, back, L side or R side (as seen from the street) 2. Draw the windows that are being replaced on each wall drawing 3. Place a capital letter beside each window in the drawing. Windows with the same dimensions will have the same letter. Complete the information on the next page using the corresponding letter. Front M Back -5 11 A -' 21-1 T .FM—ff j!jLJL#AtC Ulu. LOWE'S AUTHORIZED REPRESENTATIVE SALES ID DATE CUSTOMER NAME 64 Larry Izzo [1542 �8/21 �Lisa Krick STORE NO, STREET ADDRESS STREETADDRESS 11854 117921 Gall Blvd. 6126 16th St. CITY STATE —ZIP CITY STATE 1 ZIP kephyrhills Florida 33541 IZephyrhills Florida 33542 1010 TFLEYHONE 1(813) 648-2027 _EMAIL EMAIL �larry.izzo@store.lowes.com anatee@yahoo.corn LOWE'S CONTRACTOR LICENSE 9 LOWE'S REPRESENTATIVE LICENSE 4 CM 326824, WC1508,11.7, CRC1327732, 11 F90451J, F1101584, FRO6140 n/a (If Applicable) CREDIT/DEBIT CHECK LCCCARD GIFT CARD This is only a quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon pay- ment, the entire agreement, including the specifically completed pages of this document, the Terms and Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this "Contract," PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE "NOTICES," "TERMS AND CONDITIONS," AND "ADDENDUM" CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING PAGES BEFORE SIGNING, 16126 16th St. Zephyrhills Florida 33542 MATERIALS AND WORK TO BE PERFORMED (LE, ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS): Lowes will install 7 Pella Defender Series white. vinyl d�indo�ws.Will be sin c le-hunq and n -' 1 slidinq window. All will have Sun'Deice nse Low- E and Argon as. Bathroom will be Obscure qlass. Lowes will pull permit. CONTRACT TOTAL INCLUDING TAX5,339.38 Work is to commence upon reasonable availability of Contractor and/or any special order which is anticipated to be 11/28/21 . [fill in date]. Estimated completion date is 03/ rev. 2/27/2020 Page 1 of 15 , PL# Application Type Code Version "Application Status Comments Archived � / Product Manufacturer � dress Phone/Emai| � t Authorized Signature Technical Representative Address/Phone/Email � ._ Pella Corporation zOZMain St. Pella, lA$021g (641)621-6096 pel|apmductapprpva|@peUa.00m Jay Lathrop . 1|athmp@mws.cc Jay Lathrop 1900SYY44th bn Ocala, pLJ4474 (352)368-6922 Ext291 yathmp@o*s.cc Quality Assurance Representative ` Address/Phone/Email r irategory Windows U tubca�gory - S�g�MunQ Compliance Method Evaluation Report from w Florida Registered Architect or Licensed Florida � Professional Engineer L Evaluation Repqrt' Herdcopy Received ! Florida Engineer orArchitect Name who developed the Lucas A. Turner | Evaluation Report Florida License PE-58201 �'Qua||tyAssurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By 5tevenM. Urich, PE Va|idaMonCheckUst- Mardcopy Received Certificate of Independence FL33429 / � �xemorcnceU Standard and Year (of Standard) ��uud�c� �$�� |' � AAMA/VvDMx/CSA/101/I.S.2/A440 2008 ' Equivalence cfProduct Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/15/2020 Date Validated 09/IS/2020 Date Pending FBC Approval 09/20/2020 tate Approved 12/16/2020 Summar of Products FL Model, Number or Name Description 33429,1 SH-410 Vinyl Single Hung SH-410 Vinyl Single Hung, Non -Impact, 53 1/8" x 76" Limits of Use Installation Instructions Approved for use In HVHZ: No f 1214Z2J1Q_1L_FEL__9 25, Wf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes 1 Design Pressure: +50/-50 Evaluation Reports other. SH-410 Equal Split or Oriel, Max. size 53 1/8" x 76", Eva1R AP-Q Rdf Fin, Flange, DP +50/-50 PSF, Glass complies with ASTM E1300. Created by Independent Third Party: Yes t4 Il 0 SINGLE HUNG - NON -IMPACT (SHOWN WDIFFERENT OPTIONS) 54 318" FLANGE WIDTH 63 18' MAX UNIT WIDTH 49 1116* GLASS DLO A 77 114' FLANGE HEIGHT 76* MAX UNIT HEIGHT C II — 37 114' MAX SASH HEIGHT IVA TABLE OF CONTENTS x !I D-72j, C A 4r GLASS OLD 49 15116' --- MAX SASH WIDTH EQUAL SPLIT GENERAL NOTES & ELEVATIONS I DIP CHARTS.........._........................... .2 GLAZING DETAILS.........._... — .3 SECTION VIEWS ..................... A EXrRUSIONS, & B-O.M — —'5 ANCHOR SCHEDULE & N&ES 15 INSTALLATION DETAIL 7 77 1/4* FLANGE B f I 345/1 61 GLASS DLO 76' MAX UNIT n Ila. 34 5116MAY. SASH ASS DLO HEIGHT 11, 54 NK FLANGE WIDTH 531/8, MAX UNIT WIDTH — 49 1/16* GLASS DLO re 531 a 4r GLASS DLO 49 115hti" MAX SASH WIDTH ORIEL GENERAL N!2jF=a. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA Pella Corporation 102 Main Street BUILDING CODE (FBC), CURRENT EDITION. Pella, IA 50219 www.pella.com 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFlGURATtONS:'OrC*. 410 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNG -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTIM E-1 300-04eOl 109, NON -IMPACT -POSITIVE DESIGN LOADS BASED M TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01M, 5. ANCHORAGE: THE 33 It3% STRESS INCREASE HAS NOT Z LU >-Z—wo - BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE DETAILS. WINDLOAD DURATION 2 01 Z (n LU Z 0 SHEET 7 FOR ANCHOR FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z 0 Z. CALCULATIONS, Q 0 r I Ul 0 CC LU5 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT Z tL § , 0 'Z: 'n'; 'O� PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE < >- <Ow I.MO P: 0- !- � :) Z 423116" GLASS DLO DEBRIS REGION. (If < Z of UJ 0 0 0 LU 7- ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT LU <at:F'w (L SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMS w a- - Z 3: � 0 Ow C ) CL 8- SERIES/ MODEL DESIGNATION SH-410- Of 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 27 3/16" GLASS OLD 11. EXTERNAL WEEP SLOT = 1/4 x 1-112' LOCATED 5" FROM BOTH ENDS. No. 582oi EXTERNAL IMPAC REINFORCEMENT SEE COMPARATIVE YSIS CHART, S�EET 2 ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL & SCREW -ON INTERLOCK, S-2001 - SEE SHEET 4 FOR DETAILS. #a= STATE OF Lucas Turner 2020.09A 1 15:05:09 9/9/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Ire Trl Camden, TN 38320 PH, 941-380-1574 Z-El ---'TI-j GENERAL NOTES AND ELEVATIONS EILZ 8,119/20 va —# REV.: PEL-935 - ;ALE* SHEET 1:20 1 OF Design Pressures (PSF) for Equal Split Configuration with Glass lypes A, B, C, or D Unit unit Widths (in 23 1_/2__ __ 27 1/2 T2q 112 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 +50.0/-75.0 -50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.O/-75,0 450.0/-75,0 W-75'0 +50.0/-75,0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 39 1/2 +50.0/-75.0 50.0/-75.0 450.0/-75,0 +50,0/-75.0 +50.0/-75.0 +50.0/-75,0 +50.0/-75.0 "/_75 0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 41 1/2 +50.0/-75.0 +50,0/-75.0 +50,0/-75.0 +50V- 75.0 +S4.0/-75.0 +50,0/-75.0 +50.0/-75.0 0/_75 0 +50.0/-75.0 +50.0/-75.0 +50.6/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +W0/-7&0 +50.0/-75.0 +50.0/-75.0 +50.0/-75-0 +50.0/-7S.0 +50 0/_7 .5.0 +50.0/-75.0 +SO.O/-75.0 +50.0/-73,4 +50.0/-70.6 47 1/2 +50.0/_75.o +50.0/_75.0 +50.0/45.0 +50,0/-75.0 +50-0/-75-0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75,0 +50.0/-6&9 , +50.0/-66.2 51 1/2 t50,0/-75.0 +%0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75-0 +50.0/-75.0 ti/ + 0/_ So +50.0/-75.0 +50.0/-75.0 +50�0/-72 7 +50.0/-65.2 +50.0/-62.6 53 1/2 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50-0/-75.0 +50,0/45.0 +50.0/-75.0 r+50U005.0 +S(LO/-75.0 +50.0/-75.0 +50.0/-7LO +50V-63.6 +50.0/-61,0 5 _�2 5 +50-005.0 +50-01-75.0 +50.0/-75-0 +50.0/-75.0 +50.0/-75.0 � C +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 59 1/2 +50,0/_75.0 +50.0/-75,0 +50,0/-75.0 +50-0/-75.0 +50,0/-75.0 +50.0/-75,0 +50.0/-75,0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 63 1/2 +50.0/-75,0 +50.0/-72.9 +50.0/-72.0 +50.0/-71,6 +50.0/-71.6 +50.0/-71.6 +S0.0/-71,6 +50,0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 65 1/2 +50.0/-73.2 +50.0/-69A +SO.01-68.0 +50V-67.4 +50.0/-673 +S0.0/-673 +50.0/-67.3 +SO.C/-67.3 +50.0/-63.6 +50.0/-56.4 , +50:0/-53.9 67 1J2 1 +50.0/-69,8 1 +50.0/-65,6 +50.0/-64.4 +50.01-63.7 L+50.0/-63.4 +50.0/-63.4- +50.0/-63.4 +50.01-63,4 +50.0/-62.7 +50,0/-55.5 +50.0/-53.0 71 :1�/2+50 �0/-64 0.1 +50V-593 +50V-583 +50.0/-57 3 +50-0/-56.5 SOV-56.5 +S0_4/-56.5 +50,0/-56.5 +50.0/_S6.5 +50,0/-53,9 1 +50.O/-51.5 74 3/4 +50.0/-59.9 +50.0/-SS.6 +50.0/-54.1 +50.0/-53.01 +50.0/-5L7 +50.0/-51.7 +50.0/-51.7 +%0/-51.7 +50.0/-50.4 76 +50.0/-58.5 +50.0/-54.1 +54.4/-52.6 +50.D/-51.51 +50.0/-50.0 +50.0/-50.0 +50-0/-50.0 +%Q/-50.0 +50N-50.0 Design Pressures (PSF) for 0Fixed Unit Unit Widths (in.) Heights (in.) 23 V2 27 1/2 29 1/2 31 1/2 35 112 39 1/2 41 1/2 43 1/2 _ 47 1/2 51 1/2 53 1/8 35 1/2 +50,0/-75.0 +50.01-75,0 +50.0/-75.0 +So.Q/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 39 1/2 +50,0/-75.0 +50,0/-75.0 +50.0/-75.0 +50,0/-75.0 4-50.0/-75.0 +50V-75-0 450.0/-75.0 +50-(OVI 75.0 +S00/-75.0 +SO.0/45,0 +5D_0/-74. 1 41 1/2 +50.0/-75.0 +50.0/-75.0 +50-0/-7S.0 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +SO.0/441 +50.0/41-3 43 112 +50.0/-75.0 +50-0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-75b +50,0/-75.0 +50.0/-75.0 +50.0/-716 +50.0/-68.9 47 +50-0/-75.0 +5+50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0j-75.0 +50.0/-75.0 - +50,0/-75. + W-75.0 +50.0/-74.8 +50. / 7. 0 -6 2 +500/. -64. 51 1/2 +50,0/-69,0 +50.0(-68.4 +50.0/-68A +50.0/-68,4 +50.0/-68.1 +50.01-67.4 +50.0,(-67.4 +50X/-67A +50,0/-67.4 +50.0/-63.6 +50.4/-61. 1 53 V2 +50.0/-64.4 +50.01-63.4 +50.0/-63.4 +50.0/-63.4 +50.01-62.4 +50.0f-61.2 +50.0/-6!L I +50.0/-61A +50,0/-61,1 +50,0/-61.1 +50.0/-59.5 55 112 +50,0(-60.3 +50.0/-58.9 +50.0/-59.9 +501 1 56.1 +50.0/-55.71 +50.10/1 55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 59 +50.0/-53,6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.31 +50,0/-51.3 +50.0/-51.0 +50-0,(-50.5 1 +50.o/-50.1 +50.0/-50,0 +50.0/-50.0 +50.0/-50,0 63 1/2 +50.4/-52.5 +50.0/-50A +50.0/-50b +50,0/-50.0 1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +500-50.0 +50.0/-50,0 +50.0/-50.0 +50.0/-50,0 65 1/2 +50.0/-515 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +%011-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 67 1/2 +50,0/-52.5 +50.0/-50-4 +50.0/-50,0 +50.01-s0.0 +50.0/_50.0 +50-0,(-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50-0 +50.0/-50.0 +50.0/-50-0 +50.0/-50.0 +50.0/-50,0 +50.0/-50.0 +50.0/-50.0 74 -3/4 +50.0/-52,5 +50.01-50A +50,0/-50.0 +50.0/-50.0 +50,01-50,0 +500/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-%0 +50.0/-50.0 +500-50-C 76 +50.0/-52.5 +50.0/-50.4 +50.0/-500 +50.0/-50.0 +50.0/-50-0 +50,0/-50.0 1 +50.0/-50,0. +50.0/-500 +50.0/-50.0 1 +50.0/-50.0 +50.0/-50-C NOTE: jI IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. Pella Corporation pr102 Main Street 41 Pella, IA 50219 www.petia.corn 410 PVC SINGLE HUNG NON -IMPACT ooi Z Z_ w 0 0 2� 0 IL w ne n Zcri w Z ctoFo ' Z 0 Lu 0 a- �o T, 0� ul < <Ow'Q.O >p M t ::> , u Z X < 0 ui 0 Q T Lu Lu ITT a- Z0uj :) C �0 0 air*- STAn OF 9/9/2020 LUCAS A. TURNEF6P �.E I FL PE # 58201 2428 ad Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 T_�W EET Dktmp DESIGN PRESSURE CHARTS UWN BY:DATE: Bt20 19/20 18M�20 REV, PE1-935 I - -SHEET 2 OF 7 14' 0 Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com 410 PVC SINGLE HUNG NON -IMPACT a tz F- Zul 718" OVERALL 7t8' OVERALL 7/8' OVERALL W OVERALL _ Eke d In euu Z ui Z0,O;7- f-•----- +-1/8' ANNEALED tt8' TEMPERED —3fifi' ANNEALED 3196` TEMPERED cL Z X rl1 uJ 5/8" AIR SPACE 5/8' AIR SPACE { 12' AIRSPACE — 9tT A82 SPAGE a- c�c� 1XO tti Q TK=�� 1/9' ANNEALED V8' TEMPERED 3116" ANNEALED 3116' TEMPERED <Q 0 eu H DE 0 QUANEX DORASEAL o,r OUANEX DURASEAL or, QUANEX OURASEAL or. QUANEX Dt.ff2ASEAl W. ( W O U O' Q CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE.,, Cy CD =' KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 45G TPS 5 j �" � i.G. SPACER I.G. SPACER 1.G. SPACER I.G. SPACER 0046 's SR44FLEX 552 OR SIKAFLEx 552 OR SNtfkFLl 552 OR PURFECT GLAZE "N' 46 SEKAFLEX 5520R 46 pURFECT Gt.AZE'R' 46 PURFECT GLAZE "H. PURFECT GLAZE'W 5!8" GLASS BITE -- 5t8' GLASS BITE W GLASS BITE 518' GLASS SITE ti No.58-2y0t t9 ° 99 t9 99 ` SiAiE OF a GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D � 9/912020 j I I LUCAS A. TURNER, P,E_ FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 St_ET_dESCWTION: GLAZING DETAILS tNNwN BY: DATE BLZ 08/19/20 Ow6 a� (REV.: SETTING BLOCKS PER FBC 2411.3,3.1 PEL-935 1 SHEET 1:1 C 30F7 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 lo SECTION GIC ALTERNATE MTG RAIL AND SLOPE SILL SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. Pella Corporation 102 Main Street Pela, IA 50219 www.petia,com 410 PVC SINGLE HUNG NON -IMPACT CIO Ztco,o . '0:2w Z 0 0) uj Z 0 ZQ:Oi:Z 0- Z IS 0;�,-L wi=�W�o It g 101 T w,, -. <OLUIo� 0 p Q� I- i,- Z 0 of ZD:<D,< < Ouol.— Lu < n-k=yw Z_,:D3:,,a. lw a. o. 58201 t: tr- SrXMOF 9/9/2020 LUCAS A. TURNER P.E. SECTION D-D FL PE # 58201 ALT 562 POCKET UNI-FRAME 2428 Old Natchez Trr TIl Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: NOTES: FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS AND STANDARD FRAME TYPES. 880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN OYDATE_ (H-6193) REQUIRED FOR LARGER SASHES. Bt 7 08119120 'EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 3TWfTH THE H-6137 DNS R �v FIXED MEETING RAIL AND SCREW -ON INTERLOCK, PEL-935 - S-2001. SO �E SHE_ET 1:2 4 OF 7 r4Z Fq FMR REI IMPACT Z0044 011 3 WN PVC FRAME HEAD & JAMB H-6125 PVC GLAZING BEAD S-6141 PVC SIDE RAIL H-6132 REINF. STM RAIL S-2007 PVC FRAME H-6193 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 3 PVC FRAME SILL H-6126 5716. 1 31MB - 2-J, D74' PVC SASH STOP S-6138 2 118* 1 7116 L PVC SASH BTM RAIL H-6136 3/16, 3 —111.61 REINF. FMR S-2008 PVC SILL POCKET INSERT S-6239 Ste' 4 1116' PVC SCREEN RETAINER S-6217 cm FRAME CORNER CONSTRUCTION Pella Corporation 9/16, 1 3/16- 1—C14D 102 Main Street I Pella, IA 50219�= www.pella.com 1116- REINF. SSR HD S-2006 CORNER WELD (ALL SIDES) 410 PVC 1:8 3 1 SINGLE HUNG r 0 NON -IMPACT 13116' INTERLOCK S-2001 .- Ln OMU) z CI Z 0 314— 1 W zxO;= Z —FIX—U)LIJED MEETING X G RAIL Z�-g 0 X' in T_' SCREWED TOGETHER WITH C) 5i 0 OUTERFRAME 0 16 L." 1:8 z < 0 w'__ o, 0 a. z 0 PVC SCREEN ADAPTOR Z X w 0 0 0 U" S-6143 0 0 :i x Z af 111116— iT 17116 0 w PVC SASH FMR H�6137 PVC SASH TOP RAIL H-6136 r 1 3116' 9/16, 6 It /8 No.5e201 ogs j S�h "SVTAYIOF 5_= At REINF. TOP RAIL S-2009 REINF. EXTERNAL S-2011 919/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2118' 4 0 L 6' 1 C 1 3il 6" �ffSHEET 2428 Old Natchez Trc Trl Camden, TN 3"20 PH. 941-380-1574 _DESCRIPTION: PVC HO FMR H-6157 1/16, REINF. HD FMR H-2115 6005A-T6 BOM AND EXTRUSIONS DRAWN BY: BL_z DATE: 08/19/20 bwG-i— TEV— PEL-935 - --------SHEET �IALE — 1:2 5OF 7 MOP 61 w 61 w 141 MA) (Tyl 3' 3' ANCHOR LAYOUT - {FLANGE) [NO SILL ANCHORS REOURED] 4- MA)C (TY rE 2 4' MAX. (TY 81 MAX. O.C. (TYP.) INSTALLATION ANCHORS (TYP.) COTE 2 INSTALLATION ANCHORS (TYP.) Pena Corporation 102 Main Street Pella, IA 50219 www.pelb.com 410 PVC SINGLE HUNG NON -IMPACT < 0 w >_ Z t 0 oll U. Z afou)wafZo0 p Z 0 a, Zo § 'x '�'5 0 WPH-1-0 0 ILW Z � O- - -wo" < <Ow'-Q_o p a.!� H Z ZX uj =I monT,Lu w of lZQ, 5 Z Z)§MQ, O�o 3: 0 0 (L D. a at 'e No. 58201 STAlt OF -*Xoapf NOTES: ZI 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 11 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1115"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Ij 9/9M20 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7. LUCAS A. TURNER P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING- DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE 9 58201' BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez Trc Td S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TN 38320 PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 7. -DESCRIPTION, SHEET 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOW BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3* FOR MASONRY, 1* FOR WOOD AND METAL. 5RkV_V_N_ CY- DATE & WOOD OR MASONRY OPENINGS, BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BLZ - 08/19/20 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG R 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: PEL-935 FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWOMA 250(BOX WINDOWS), FMAJAAMA(WDMA 300(EXTERIOR DOORS) SHEET 1:20 6 OF 7 SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT BYINSTALLER 94SIOE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN, EDGE DIST. 1/4' MAX SHIM A SEE TABLE I //// MIN.EMBEDMENT F9 E ABLE I INSTALLATION ANCHOR SEE TABLE I 1/4' MAX SHIM ox CONTINUOUS DOL 114" BEAD OF SEALANT AROUND PERIMETER@ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT///.///., 1 114- MAX SHM BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS — SEE TABLE I jSECTION VERTICAL �: 7 TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED SUBSTRATE Pella Corporation BY OTHERS 102 Main Street SEE TABLE 1 W.4 MIN. EDGE DIST. SUBSTRATE Pella, IA 50219 SEE TABLE I By OTHERS www.pella.com I SEE TABLE 1 114' MAX SHIM MIN. EDGE DIST. SEE TABLE I 410 PVC \—PERIMETER SEALANT BYINSTALLFR INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION � ANCHORAGE TABLE is APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN_ EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) Y16* ITW TAPCON V FLANGE HOLLOW OR GROUT—FILLEO CMU (117 PCF MIN.) 3116- fTW TAPCON 1. 2- FLANGE CONCRETE (2.85 KSI MIN.) 3116- ELCO ULTRACON 1. 1" FLANGE GROUT -FELLED ILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1.1/4* 2-1/2* FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16' FTW TAIPCON OR ELCO ULTRACON 1-318" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8r 718- FLANGE 16 GAUGE (O.OW) MIN. STEEL STUD_ (33 KSI YIELD MIN) #10-16 HlLTIKWtK-FLEX OR I TEKS SELF —DRILLING SCREW _/ FULL THREAD THRU 0.060' --FULL —THREAD 7116* — FLANGE 118- ALUM. (6063—T5 MIN.) OR 1)8' STEEL (33 KSI MIN.) #10 GRADE 5 SELF —TAPPING DRILLING SCREW THRU 0.125" 7/16' _ FINT 2X MIN_ SOUTHERN PINE (G=0.55) #_10 WOOD SCREW lz i SINGLE HUNG MIN. EMBEDMENT NON -IMPACT SEE TABLE I PERIMETER SEALANT 0 Z — BY U 0:2 0 o SIDE AND OUT INSIDE x C) (n uj Z 0 INSTALLATION ANCHOR SEE TABLE 1 z 0 LU Zxo_ 0 0 -@g x ILL 0) SEALANT BEHIND 0 c , XW�� 0 FIN BY INSTALLER z O . _w a: (—C'\ HORIZONTAL SECTION < >_ o Lv H- (L 0 (L � �- D, 0. TYPICAL F1 ANCHORAGE N x < zcr HEAD AND SILL SIMILAR FOR FIN INSTALLATION LU0001<1 a 0:5 7 < CL = W cl 0 M ou 0 Lu rL MIN. EMBEDMENT SEE TABLE I STRATE OTHERS BYEE —ABLE F SSUB TI vr a 114- MAX SHIM ---i MIN EDGE DIST SEE TABLE 1 7:�- STATE OF INSTALLAT".. ANCHOR SEE TABLE I 9/912020 LUCAS A. TURNEP, P.E. FL PE # 58201 PERIMETER SEALANT 2428 Old Natchez Trc TA BY INSTALLER Camden, TN 311320 INSIDE AND OUT PH. 941-380-1574 HORIZONTAL SECTION T BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DyyN OATS.— UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: B78119/20 MIN_ 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED — BWG—# IRIEV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PEL-935 1 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 70177 ° � . ^ FL # � Application Type Code Version Application Status � � tomments Archived �^ Product Manufacturer ' / Authorized Signature Technical Representative � Quality Assurance sepresentamve Address/Phone/Email � FL33431 Ur 2020New Approved Pella Corporation 1O2Main St, Pella, B\5VZl9 (644621-0096 peUaprnductappnma|@peUa.com Jay Lathrop jfath,op@ows.cx Jay Lathrop 1900SW 44th Ln Ocala, pL3w474 (353)368'8922 E/t291 j|athmp@mws.cz Category Windows wN n Subcategory Horizontal Slider � Compliance Method / Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer !� Evaluation neport- Man]oopy Received ' Florida Engineer n,Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc, �u a|i,yAssurance Contract Expiration Date 07/15/2030 � talidated By StevenM.Uhch, PE Validation Checklist - MardoopyRece|ved � Certificate nfIndependence ( FL33431 RO CQj EyjlBgRQ111Q3-LP-df Referenced Standard and Year (of Standard) Rml"rd YM ^ AAMA/VYDM8/CS8/101/I.S.2/A440 2008 � - Equiva|enceofProdu¢Standards Certified By Sections from the Code ' troduct Date Submitted 09/15/2020 Date Validated 09/15/2020 Date Pending FBC Approval 09/20/2020 Date Approved 12/16/2020 FL # Model, Number or Name Description 33431.1 SW-420 Vinyl Sliding Window SW-420 Vinyl Horizontal Slider, XO, Non -impact. of Use Installation Instructions ,Limits Approved for use in HVHZ: No EL11411_&Q_1L_ffa__ IDIL Of Approved for use outside HVHZ: Yes Verified By, Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other; Max, sizes: 74" x 63" and 74" x 72". See installation FL33431 RO details for DPs. Glass complies with ASTM E1300. Created by Independent Third Party; Yes 33431.2 0 Vinyl Sliding Window SW-420 Vinyl Horizontal Slider, XOX, Non -impact. Limits of Use Installation Instructions Approved for use In HVHZ: No FL33431 RO JL29L-JD_§_7P_d_f Approved for use outside HVHZ. Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- EL11421JiQ_AE_5YAUQQWUD2LP1 1/4. See indetails for DPs. Glass complies with ASTM Created by Independent Third Party: Yes E 3 0 431.3 4 3 SW-42 Vinyl Sliding Window SW 2 SW-420 Vinyl Horizontal Slider, XX, Non -Impact. Limits of Use its of U s Limits Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: es Verified By: Lucas A. Turner 58201 I t Impact Resistant: No Impact Created by Independent Third Party: No su re. N/A Design Pressure: N/A s Evaluation Reports sizes 74 , x 63 , a there Max. sizes: 74 11 x 63" a 74" x 72". See installation t r Max. B fj2j42L_&Q ALLya. ZpZjjQ5q,"f s I ss complies dke , or DPs. Glass complies ASTM E1300, ta�l f t fo pi jes :� Created by Independent Third Party: Yes I U a 73 14' FLANGE HEIGHT 72, MAX UN T 14EtGHT 677/8, MAX. SASH HEIGHT 64 1/1 GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I DID CHARTS & GLAZING DETAIL 2 SECTION VIEWS. ............. 3 EXTRUSIONS & BO_M _4 ANCHOR SCHEDULE & NOTES- 5 INSTALLATION DETAIL ................... 6 SLIDING WINDOW - NON -IMPACT 75 1/4" FLANGE WIDTH 74" MAX. UNIT WIDTH w — MAX, SASH WIDTH — 32 1/16' --1 GLASS DLO �1 64 1/4' FLANGE HEIGHT 63, MAX UNIT B HEIGHT 59111 6" MAX SASH 751/4' FLANGE WIDTH — 74' MAX UNIT WIDTH 36' MAX SASH WIDTH — 32 11W GLASS DLO A I GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Corporatic , Pella 102 Main Street TO COMPLY WITH THE FLORIDA BUILDING CODE (FIBC), CURRENT Pella, IA 50219 EDITION. www.Wla-com 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 420 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SLIDING WINDOW -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401/09. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e011D9_ 5. ANCHORAGE: THE 33 1r3% STRESS INCREASE HAS NOT BEEN USED < Z 00 Z I —100 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Li 0 >- - j,_020) Z DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Z XOU)WZO UJ _Zlrop < 0 WOOD ANCHOR CALCULATIONS. 0 a. Z -rnd 0 0 Of x ntr 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 0 w �_ �_ LU — ' tr LW :E 0 � 'wr Ick SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z < 0 0 Ll a- 0 P: X 'i Z 7. ALL FRAMES AND VENTS FULLY WELDED. Z X uj 0 o 0 8. SERIES I MODEL DESIGNATION SW-420. LU & 0- ~ U, IL 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a- 0 0, 0 X = OPERABLE SASH a 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I I. EXTERNAL WEEP SLOT = 5/16' x 2-1/8' LOCATED 4-1/2' FROM BOTH ENDS, jjj��[' —2011 M-TG. RAIL I DESIGN PsUIM II RKFING si REINF.___1 I SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 No. 68201 Z*7— * Lucas Turner 2020.09.11 i�' STAIR OF t- 15:06:26 -05'00' IftIlIllix LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tr{ Camden, TN 38320 PH. 941-380-1574 fET DESMPT*N: GENERAL NOTES AND ELEVATIONS AWN aY bTTT!--- BLZ 08121 t2O 7G_F___ REV.: PEL-1059 �i �E _SHEET 1:25 1 OF6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT -X/X- WITH GLASS TYPES A, B, C, OR D Unit Unit Hight Width 351/ 111 1 47112 Al/2 551/2 1 59112 63 391/2 '501-75 1 -50!-75 1 -501-75 �1 / _75 1 43112 +51-75 1 +50 1 -75 1 .501-75 l' +501-75 1 +50175 1 +501-75 1 +50/-75 .501. FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT -=- WITH GLASS TYPES A, 8, C, OR D Unit Unit Height Width 35112 39 112 43112 47112 511/2 63 391/2 1 +501-75 50/-75 -501-75 .50 / -75 152 / �75 +50 / -75 50/-75 - 4,' 1 +50/ 5 +60/.75 +50 1 io I - 7 A 1 1,7 ._"n 1 _7" I + 50/-75 +60)-75 1 +50/-75 1 +501-75 1 +50/-71.5 1 -501-65.5 1 +50 f .611 FLANGE WINDOW WITH 2011 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT ')UX" WITH GLASS TYPES C OR D Unit Unit Height Width 351/2 39112 43112 47 V2 511/2 551/2 59112 63112 67 1f2 - 72 391/2 +501-75 +50/-75 +50 t -75 +501-75 +501-75 +50/-75 +50/-75 +501-75 +50 f -75 7507 43112 +501-75 +501-75 -501-75 -50/-75 -50/-75 +501-75 +50/-75 +501-75 +501-72.3 +501 47112 -5D 1 -75 +50/-75 -501-75 +501-75 - +501-75 +50/-75 +50/.75 +501-72.7 +50/.67.4 +50/ 51 1/2 +50/-75 1 +501-75 +501-75 -501-75 +501-75 +501-75 +501-74.2 +50/-68.3 +501-63.3 +501 55112 -50175 +50 / '15 f5o 1 15 +501 -75 +50/-75 .501 j,- +501 - 0-4 +50 J -64-7 +5,0 / 59.9 7�1 59112 +50/-69.6 +501-69.6 +501-69.6 +501-69-6 +50/-69.6 +50/-69.6 +501-67. 1 4�50 -6�16 +50 1 -56.9 +50 63112 -501 -61. 1 +So 1 -61. 1 +50151.1 +501-61.1 +501-61.1 +501-61.1 +50/51.1 +50 56.4 +50 - -- + 67112 -50 / -54.1 +50/-54.1 -50/-54.1 -501-54.1 +501-54.1 +4&2i-4a,2+4u.2i 74 -50/-54- +5 0' -54-1 -48-21 +50 -54. 1 1 +50/-62-1 +47.9 711/2 +48.2 / -48.2 -48.21-48,21+482 /48.21+48.2 / -4&2 48.2 1 -48.21+48.2 7:�8 1-1;W2 � 7Z.-1/45A +451-45 +451-45 .2 -1 /jj_j 1+ 1 +451��5145 1 +45 FIN WINDOW WITH 2011 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT 'XIX' WITH GLASS TYPES C OR D Unit Unit Height Width 351/2 391/2 1 43112 47 1/2 511/2 551/2 591/2 63 1/2 67 112 72 39112 -50/-75 +501-75 +501-75 -50/-75 +501-75 +501-75 +50 1 -75 +50 1 -74.8 +50159.6 +50 431/2 -501-75 +50175 +501-75 +50/-75 +50/-75 +501-75 +501-74.9 +501-69.2 +50/-64-3 +50/ 471/2 +501-75 +501-75 +501-75 +501-75 +50/-75 +501-75 +501-70.0 -501-64.6 +501-69.9 +50/ 51 112 +501-75 +9-0/ 7-5 +50/-75 +50 / -75 +50/-75 +50/-72.1 +501-66,0 +501-60.7 -50/56.3 +501 551/2 +50/-71.1 +501-71.1 +501-71.1 +50 - /-71.1 +50/-71.1 -50/-68.5 +50/-62.5 1501-57.5 -50/-53.2 +49.1 59112 -501-61.9 +50 t -61.9 +501 �61-9 +50 1 -61 9 +501-61.9 +50 / -612 +50 459.6 +501-547 -50 / -50.6 +46.6 63112 +501-5-4.3 - 1-54.3 +50/-54.3 +50/-54. + + I �64-3 +501-SZ4 +4&3148.3 +44.4 671/2 +48.1 +48.1 1 A&IF& I I +48.1 / -48.11+48,1 / -48.1 +48,1148.1 l+48.1 / 443.1,+46.3 1 -46.3 +426 71 112 42,81+42.8 -42.81+42. 8j+42.814Z8j+42,6 142.8 �+40.9 74 41D 1 +40 -40 1 +4 7T7450/40 [ +401-40 +40 7/8' OVERALL 1W ANNEALED -9/16' AIRSPACE 118* ANNEALED OUANEX DURASEAL or, EDGE 7/8' OVERALL 1 /8* TEMPERED 9116' AIRSPACE 1/8' TEMPERED --QUANEXDURASEAL or, I CARDINAL XL EDGE or, tion .All Pella COrpOra 4' 102 Main Street Pella, LA 50219 www.pelta-com 420 PVC CARDINAL XL or, KOOtSPACE 4SG TPS LG.SPACER ICODISPACE 4SG TPS I.E. SPACER SLIDING WNDOW )SKAFLEX 552 OR 1i SIKAFLEX 552 OR 36 PURFECTGLAZE'W NON -IMPACT PURFECTGLAZEH' 00 5/8' GLASS BITE 518' GLASS SITE Z Lu � >-Z-0 - 2 Iw- (0 Lu Z U. 0 0 Zxo;: Z 0 uJ Z' 0 wc-, pl--' �o 0: UP 0 Z EL - 9 0 '= 7CD� < >- < za�<=' Z 0, w0goul cc 0- uj D;� Z " 12- 01 �0 0 LLJ 0 CL GLASS TYPE A GLASS TYPE B cr EL 7W OVERALL 3M6" ANNEALED 7116" AIRSPACE 3116' ANNEALED -QUANEX DURASEAL or. CARDINAL X!, EDGE or, KODISPACE 4SG TPS I.G.SPACER SKAFLEX 552 OR PURFECT GLAZE 'H* SS BITE 718' OVERALL -allii" TEMPERED -7116" AIRSPACE -5h6' TEMPERED QUANEX DURASEAL or, CARDINAL XL EDGE or. KODISPACE 4SG TPS I.G. SPACER PLI FLEX 552 OR LAZE'H` BITE 919/2020 /-45 Rk:6 fi LUCAS A, TURNER, P.E. FL PE # 58201 2428 Old Natchez Trr Tr[ Camden, TN 30320 PH. 941-380-1574 sHE -64,5 DESIGN PRESSURE -59.6 CHARTS AND GLAZING -55.4 GLASS TYPE C GLASS TYPE D DETAILS .52.0 UFiJVW-N Bi�- -[)-ATE- 1-49.1 BL.Z 08121120 1-46.6 ww7' a REV.: f -44A f SETTING BLOCKS :PER FE�C�241"33�I PEL-1059 - / -42. NOTE: /9 SCALE SHEET -40. 7--476- IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. 1:1 2 OF 6 SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: T8,10,12,15-16 & 21 ALTERNATE FIN FRAME SECTION VIEW B-B SECTION VIEW C-C MTG RAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 6Y 23 Pella Corporation �WP102 Main Street Pella, IA 50219 www.peuacom 420 PVC SLIDING WINDOW NON -IMPACT Z ui ool�_ U- >-Z-(no U- Cr a Q ui Z 0 U, 'Zwo p Z 0 Z < a. < 1'1� Z ux0 cc:o , arr- >_ a.< < 0 w a. 0 �:: Q� �- Z =),u w < Z x < tu 0 0 0 w ui Z Z) aa: 0 ow�o CL No 58201 an ATEOF 9= OF to 9/912020 LUCAS A. TURNER, P.E. FL PE # 5820I 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380A574 FET DESCRIPTION: SECTION VIEWS XWW67Y��_ f)ATE: BLZ 08/21/20 PEL-1 059 SHEET 1:2 3 OF 6 NG BLOCK, 119" x Vir x EN LIFT TABS ENSPRNGS EN FRAME EN SPLINE ,., 0.i87" x 0.270" SOFT x 0,625* PN PH TEK #21 10M x LINE ITEMS NOT USED: 21-22,25 CORNER CONSTRUCTION PVC Pella Corporation 102 Main Street PVC 1 112'— Pella, IA 50219 PVC www.pelia.com PVC pp PVC TEEL CORNERWELD 420 PVC TEEL 4 11r 1116' ALL SIDES SLIDING WINDOW kLuM NON -IMPACT TEEL pVC A" FRAME PVC TOP/BTM RAIL < R-612 H-6140 z 1- 0 != 0 uj 0 - I-3. Z02co z TEEL LL If a 0) uJ Z 0 Lu zwop YLON z 2 0 00 zo YLON Q w �: � o YLON 0 0- g "� w -" z , O-L L TEELffso< < o w I-- (L 0 Z 0 7116" Z x �D . 1�c YLON kLUM 1�116' LLBw z 0 CL -ic 3: kLUM cV LIJ (L 4LUM kLUM LLLUM PVC LOCK RAIL PVC DRAW RAIL ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 ULUM H-6135 H-6139 PVC 91116" __CONE kLUMONE No, 58201 It gu= 31 11116' u IrAM OF .093 1116' ALUM REINF. ALUM REINF, - 5-2044 ALUM REINF. - S-2005 ri�frltffit It%%% S-2043 ALUM REINF. -S-2004 19196" 7116" _JL 91912020 LUCAS A. TURNER. P.E. FL PE 11156201 2428 Old Natchez Trc Tri ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF_ - 5-2011 PVC COVER - P-5400 Camden, TN 38320 i PH. 941-380-1574 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. BLZ =21/20 vG 4: REV, PEL-1 059 - 12 4 OF 6 Pella Corporation 102 Main Street Pella, IA 50219 ANCHOR AT MIDSPAN FOR UNIT HEIGHTS OVER 63- CTYP.) 3- ITYP.) 4- MAX. (TYP.) SUDING WINDOW INSTALLATION ANCHOR (TYP.) INSTALLATION NON -IMPACT f'T— C)Qn_ ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN NOTE THRU FRAME ANCHORS MTG RAIL STATE OF I . INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SLL ANCHOR SPACING SAME AS HEAD- 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN Ill 6' IS PRESENT. LOAD BEARING SHIM$ SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9/9r->020 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6, LUCAS A. TURNER, P-E. 4ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FIL PE # 58201 BE PROTECTED TO PREVENT REACTION. 2428 Otd Natchez Trr Trt 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TIN 38320 PH, 941-380-1574 SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED. INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL, NOTES 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3- FOR MASONRY, I'FOR WOOD AND METAL- ATE� 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BIL SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECUIREMENTS AS SHOWN IN TABLEI. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED- DWG 0 �REV RSION OF THE REFERENCE DOCUMENTS: PEL-1059 9- SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VE FMAtAAMA 100(FIN WINDOWS), FMAIAAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMAlWDMA 300(EXTERIOR DOORS) SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE I MIN, EMBEDMENT SEE TABLE I TYPICAL HEAD ANCHORAGE 114' MAX_ SHIM — MIN. EDGE DIST. SEE TABLE I I MIN EMBEDMENT SEE TABLE I INSTALLATION ANCHOR SEE TABLE I 7— F7 1 L 1w MAX. SHIM PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABLE I INAND OUT SUBSTRATE BY OTHERS -4 -MIN. EDGE DIST. 7/�f SEE TABLE I SEE TABLE I SEALANT UNDER SCREW -- q_A) VERTICAL CT HEAD BY WSTALLER 'M'L, A. ORAGE -SUBSTRATE Pella Corporation BY OTHERS 102 Main Street SEE TABLE I MIN. EDGE DIST. SEE TABLE I SUBSTRATE BY OTHERS Pena, [A 50219 IA- MAX SHIM SEE TABLE I www.pelta.cm MIN. EDGE DIST. SEE TABLE I PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB —ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS WE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN, EDGE DIST.. FLANGE CONCRETE (2.0 KSI MIN.) I 3116' ITW TAPCON 1. 1-118, FLANGE IHOLLOW OR GROUT -FILLED CMU (117 PCF M94.) 3116" rTw TAPCON 1. 2' FLANGE CONCRETE (2.85 KSI MIN.) NIB' ELCO ULTRACON I" FLANGE HOLLOW or GROUT -FILLED CMU JASTM C-90) N16' ELCO ULTRACON 1-114" 2-1/2' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-318" 7/8' Fg_W3E 2X MIN. SOUTHERN FINE (G=0,55) #10 WOOD SCREW 1-3/9* 7/8' FLANGE 16 GAUGE (0.%U') MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 Hun KWIK-FLEXOR rrW TEKS SELF -DRILLING SCREW FULL THREAD7/16" THRU 0,060' FLANGE LGE N 118. ALUM. (6063SI JS MIN,) OR 118- STEEL (33 KMIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0. 125' 7/16' FIN 2XMIN. SOUTHERN PINIE (G-0.55I 1#10 WOOD SCREW 1-112' 1/2' MIN. EMBEDMENT SEE TABLE I PERIMETER SEALANT 420 PVC SLIDING WINDOW NON -IMPACT Z 00F pyBY Z—C,)O INSTALLER Lw >_ 0:2 Co Z INSIDE AND OUT 0 to uj Z 0 INSTALLATION ANCHOR SEE TABLE 1 Z 0 Z<CLF 0 y�W Zo ir SEALANT BEHIND FIN BY INSTALLER 0 a rr 0 CL 0 a,: ("r, 'Er Z t K 5OLU a.o CL �_ :)Zfj N TYPICAL F1 ANCHORAGE HEAD AND SILL SIMILAR FOR FINI INSTALLATION w < 1- Zx U10 � 0 uj 0 0 Zi NOTE: ADDITIONAL THRU-FRAME ANCHORS w Z , 0 (AS SHOWN IN DET. A/6) RECrD AT MTG RAIL, 0 , 00 CL SEE SHEET 5 ANCHOR LAYOUT. No. 5820 S;-Ok STATEOF 9/912020 LUCAS A. TURNER, P,E. FL PE # 58201 PERIMETER SEALANT 2428 Old Natchez Tre TrI BYINSTALLER It Camden, TN 38320 INSIDE AND OUT PH. 941-380-1574 KO"\ HORIZONTAL SECTION SKEET_DESCRIPT�ON 6 BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION I INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN a — ATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: BLZ 08/21/20 MIN. 114' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED _vw_G of - INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. PEL-1059 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _§C�.kL --- SHOWN FOR FLANGE WINDOWS. i SHEET 12 6CF6