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Home My WebLink About24-7619Zephyrhills ,rt�i,46t, oit R-00OWr 7619IIII-2024 Issue Date: 02/09/202,4 "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE FIE IT OFFICE ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 2/5/2024 Phone Contact for Permittin 610-874-5000 I Owner's Name Hagan, Auyana Owner Phone Number (785) 409-4224 Owner's Address 6151 16th St Zephyrhills, FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address E==:= JOB ADDRESS 5:1:51:16th �StZepnyrhlls, FL �33542 PARK HIE SUB UNIT 1 PB 14 PG ------------ SUBDIVISION 70 LOT 11 PARCEL 10#[O:�2�-2621-0�1800000�0-01 �O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE So FOOTAGE 1,680HEIGHT 9,1c,c"C.1clIt'4llciclxKkltx,,ElV,4t,,t't,,L,tlt,xc,t,t'Ll,kIlt"xltIXII'tX"Ckf,,tk'It,L,Lx,clxl)CIC,t,L,'Llxt'llt,,x,E't,,Er,lltlxlltlltllltlt,"Ellt'I E BUILDING 17,332 VALUATION OF TOTAL CONSTRUCTION L---------------------- - J =ELECTRICAL =PLUMBING =MECHANICAL AMP SERVICE PROGRESSENERGY = W,R.E C, VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY E E: SIGNATURE REGISTERED :Y I =NE-1CIR11 IN Y _/N Address License # ELECTRICIAN COMPANY E� SIGNATURE = �� REGISTERED E, 1. ;Y;/ N�= RRIN Address F License# PLUMBER COMPANY _J PEE 'N Y:: SIGNATURE REGISTERED Address License # MECHANICAL COMPANY �� 1111URREuY I SIGNATURE REGISTERED Address y License # OTHER COMPANY EPow e Namer r Y,.. SIGNATURE REGISTERED Y/N PEE CURREN Y/N Address 41:35 Crescent Park Dr, Riverview FL 33578 License # []C�RC13336�62� 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 & I clumpster: 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 dumpater, 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 $2600, a Notice of Commencement Is required, (A/C upgrades over $7600) 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 AID Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS 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 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"cerfificate 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'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 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 "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 "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. 111IT410"luT I i 1"0 JURAT iRS. 117 OWNER OR AGENT Subscribedand sworn to (or affirmed) before me this by Who islare personally known to me or has/have produced as identification Public Commission Name ofNotarytyped, printedorstamped — as roentirrication. gF , P e k_X A_Notary Public Commission No. Name of Notary typed, printed or stamped LINDSAYBATEMAN Commission # Hit 430664 ,,;t; Expires Aidgust 7, 2027 Number %• I I i �, .:eft i i.:# The undersigned hereby gives notice that improvement wfl be made to certain Real Property, and in accordance voth Chapter 713, Florida Statutes the followng information is provided in this Notice of a ►+ 1. DESCRIPTION M O n desenphon of pAvedy and sheet address if available) Firefox about blank 2 of 2 2/5/24, 11:32 8CIS Home Log In User Registration Hot Topics � Submit Surcharge � State & Facts i Publications Contact Us BCIS Site Map Links Search Product Approval USEW Public User Accl!iatian-lci'$t I Application Detail FL # FL33554-RI Application Type Revision Code Version 2023 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Mary Rukashaza-Mukome certifications@cws,cc Technical Representative Mary Rukashaza-Mukome Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-3317 rukashazamc@pelia.com Quality Assurance Representative Dave Criscuolo Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (647) 651-0199 dcriscuolo@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/15/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) sAarlid"d XW AAMA/WDMA/CSA/101/l.S.2/A440 2017 ASTM E1886 2019 ASTM E1996 2020 Equivalence of Product Standards Certified By Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4871395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, RS. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please click bafje�,. Product Approval Accepts: MOMMEEM Credit rd ms= Safe E �---75 114" MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH ------- 33' GLASS DLO A fT-- o' tta' FLANGE B HEIGHT MAX, UN�T HEIGHT 58 13116" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS . . . I SECTION VIEWS & GLAZING DETAILS BOM & EXTRUSIONS .... ... .. . .. . ....._..3 ANCHOR SCHEDULE & NOTES.. .........4 INSTALLATION DETAILS ................. , _5 C C 59 9/16" MAX, SASH HEIGHT D /A DU A- 33" GLASS DLO- 36 5/16' MAX. SASH WIDTH GENERAL NOTES. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FEC. THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ} R IN ASTM E 1996 WIND ZONE 4 AREAS. 2. GLAZING OPTIONS. (SEE SHEET 2) 3. CONFIGURATIONS. "OX", "XO", 4. DESIGN PRESSURE RATING. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e()1/09, 5, ANCHORAGE, THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR, DETAILS. WINDLOAD DURATION FACTOR Cd=I 6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6 PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8, SERIES / MODEL DESIGNATION HS-8200 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, 11. EXTERNAL WEEP SLOT = 1/4" x I" LOCATED 4" FROM BOTH ENDS [:Ct�AX. IJI�IIT SID�D�ESIGN PRESSURE RATING I IMPACT RATING 74" x 63" 50 PSF I LARGE MISSILE [M=PACT -------- ------------ --------- ------- -- ---- Pella Corporation 102 Main Street Pella, IA 50219 www.pelia.com -Z � <Z3 0wo Z w T I LL, Z 09 LL F LIJ 0 �� 7'1 > Z 0 R� m 3: � 2 Z Z T_ 2 < Cc w 0 0 Z-U)-Z -DU) Z 0 0 �D , 0 U) Z 2 < t Z < ,Mwu)owww cc Z 0 J Cc 0- - - 0 m 0 0 Lij wow m [L I 33554 8/15/2023 LUCAS A. TURNER, P.E. FL RE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc TrI Camden, TN 38320 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS MCS ' 7/31/2023 REV CWS-867 E ACE SHEET 115 I OF Ew SECTION B-B, NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK jYP) MIDSPAN OF SASH SECTION D-D ALTERNATE FIN ONLY FRAME FIN FRAME ONLY ,IAMB IMPACT HOOKS OR ROTARY LOG KS LOCATED AT THIRD POINTS HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 SECTION D-D ALTERNATE FIN FRAME SECTION VIEW C-C ALTERNATE JAMB ROTARY LOCKS MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY DURING HURRICANE CONDITIONS. 7W OVERALL ANNEALED or TEMPERED 7116' AIRSPACE 5116" LAMI ANNEALED 097 PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE"H" SiKAFLEX 552 -- i 12' GLASS BITE --QUANEXDURASEALor CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G.SPACER GLASS TYPE A 1 1 Pella Corporation 102 Main Street Pella, IA 50219 www.pelia.com 520 PVC SLIDING WINDOW IMPACT Z < 0wo Mw'0 B <rzw Lu W Z0Z M--t LL Z}-?:2T Z -w Z=Z><1CuN00 0 OF-Od<T'm Z 00— --:DO— < —ZOOZ 0 0 --,20 U-Z H- > 2i Uj 0 0 —0 MU)0wwLu ziw or 0- 0 — w�- 0 o' QZ w w M M -ORIDA APPROVAL NO 33554 8/15/2023 LUCAS A. TURNER, P.E. FL RE A 58201 Turner Engineering & Consulting, Inc 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 -- - --- IET' DESCRIPTION SECTION VIEWS AND GLAZING DETAIL - - — - -- ------ IVAN BY IDATE. MCS -7131/2023 CWS-867 E A" SHEET 12 20F5 PARTS UST ITEM PART # DESCRIPTION MATERIAL I H-2124 Rant Sash Meet. Rail Alum 2 H-2123 Faint S.B.R./S.S.R, Alum 3 H-2121 Meet. Rail, Fxd. Alum 4 H-6225 Sash, Rail/Stile PVC 5 H-6231 Main Fr, SH, w/ Fin,, PVC PVC 6 H-6224 Sash Meet. Rail, PVC PVC 7 H-6223 Sash, Pull RaillStile, PVC PVC a H,6222 Main Fr- SH, w/FIg., PVC PVC 9 P-3029 Screen Pull Tab 10 P-3195 SPRING, NO HOLE TENSION C-8400 12 P-3218 Screen Frame RoliForm 13 P-5576 Screen Spline, .126' Black PE Ribbed 14 1 P-4754 ISCREEN CORNER KEY (Rollfarm Scm Nylon 15 P-3342 Seam Sealer, SM-5504 Silicone ie P-5612 Set, Block, 12x1x2, SmartBlox PSA-1 Rubber 17 P-3429 Wstp,, 0,270 x .187 back FinSeal, Gray 18 P-3541 #8 x I/Z'SQUARE TEK 2 Zinc Steel 19 P-4 730 #8 x I/Z'Truss PH TEK 2 Znc Steel 20 P-5588 Cap Plug, IIZ' Hole Nylon 21 P -3783 Lock, impact, PVC 22 P-5241 Roller Ass_ Tandem, w/SS Bearings Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Steel 24 P-4069 Keeper, Impact, PVC 25 P-4479 Weep Cover wl Flap Nylon 26 P-4638 #8 x 2 112 Ph Truss SMS Steel 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gray 31 S-1112 Reinforcement Alum 32 S-2129 Reint S.B.R./S.S.R, Alum 33 S-1577 Frame Hook, PVC Impact Alum 34 S-1776 Roller Track Alum 35 S-1999 Frame Hook, Head, Impact Alum 36 S-2000 Panel Catch, Head, Impact Alum 38 S-6226 Scrn. Adapt., wl Nib, PVC PVC 39 S-6227 Scm. Adapt., PVC PVC 40 S-6228 Fixed Rail Cover PVC 41 S-6237 Glazing Bead PVC 42 GLASS SEE SHEET 2 GLASS 43 Purfect Glaze "H", SikaFlex 552 Silicone 44 P-3539 #8 x 3/4" Square PH Tek, Writ. Steel 45 P-4958 Rotary Lock 46 P-4633 8-32xl/Z'Barrel Fastener 47 P-4952 Keeper, Rotary Lock 2 PVC FRAME FLANGE H-6222 VIC, 2 1Y8" 39; 6" PVC FRAME MTG RAIL FIN/FLANGE H 3 1 H-2121 %231 '---2 3/16" 1 15/16" 41 PVC SASH MTG RAIL PVC SASH PULL PVC SASH RAIUSTILE H-6224 RAILISTILE H-6225 H-6223 3/16" 161 - --------- - -- 6 -- ----- - - ----- 1 5/16" PLAN VIEW-1577 FRAME IMPACT HOOK-1 577 0 3/16' 0 1 5/16" P5 7/8"! 1/16" PLAN ViEW-1999 HEAD IMPACT HOOK - 1999 0 3/16" 0 5/B" --13 --F L PLAN VIEW-2000 PANEL WPACT CATCH - 2000 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 11,27-2 13/16" PVC MTG RAIL COVER S-6228 5/8" REINF. SASH MTG RAIL H-2124 REINF. S-2129 PVC GLAZING BEAD S-6237 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME REINF. H-2123 7/16' 11/4" 1/16" ROLLER TRACK - 1 /76 -f -- � 71i8-I, -e) 9/16" i 1, FT 1 —1/!611 REINF, - 1112 7/16" T--- 11161— PVC SCREEN CATCH S-6226 114, V16"— PVC SCREEN SUPPORT S-6227 Pella Corporation 102 Main Street Pella, IA 50219 www-pelia.com Z � < < Lu 0 11) w 0 0 Z Lu < LU Z0Z 0 QM � >- 0 LL F-W Z�-i2a! Z Z=2<MLu0O C OI-Ob<m'x -- Z IL P U) 0- U) Z 0 < zoozo L'20 -Z M w 0 ui Fn Lu it Z LU —� OQ) Q- M 0 0 a- ff w 0- 0- M 33554 e" lu*, No. 58201 d, STATF OF 8/15/2023 LUCAS A. TURNER, P E. FL RE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 iEE-; DESCRIPTION BOM AND EXTRUSIONS 1AWN BY: DATE IMCS 7/31/2023 'G 0NS-867 E �ALE SHEET 3OF5 12112" MAX. C 6" MAX. (l 6" MAX. (TYP.) 17' MAX. O.C. (TYR) ra i ANCHOR LAYOUT - (FLANGE) 2 INSTALLATION ANCHOR(TYP.) 4" MAX. (TYR i—! 8" MAX. Q.G. (TYR) 4" MAX. (TYP.) 1. MAX. O C. (TYP) ANCHOR LAYOUT - (FIN) INSTALLATION ANCHOR(TYP.) NOTES. t. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 BE PROTECTED TO PREVENT REACT€ON, 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 SPECIFIED IN TABLE I. SHEETS. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUITE iX. WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY. b" FOR WOOD AND METAL_ 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` SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLES, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL. BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS).. FMAANDMA250(BOX WINDOWS), FMA/AAMA/d'JDMA 300(EXTERIOR DOORS) Pella Corporation 102 Main Street Pella, IA 50219 www.pelia.com 4 Z 3: `'3: w g Ct 4 tZii Z Q Z CL r Z— i_ 0 qc�—>dm�m �, w�Zr��= Z Z=24xwdd d OI-O ¢_�_ 0 0Cc h ZZ n-F G Z-"W ZI-Zr�7 Z Ozj nZZ I--w2ddu-Z 0 wr0 a=�> a= H M 33554 8/15/2023 LUCAS A. TURNER, P.E FL RE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc TO Camden, TN 38320 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES MCS 7/31/2023 VG # REa.: _�. CWS-867 E ALE SHEET 1:20 40F5 MIN. EMBEDMENT I Pella Corporation TYPICAL HEAD ANCHORAGE SEE TABLE 1 - -SUBSTRATE BY OTHERS 102 Main Street � ._ _—MIN. EDGE DIST. IA" MAX SHIM --- - I-- SEE TABLE 1 MIN. EDGE DIST. — --- -----SUBSTRATE Pella, EA 50219 SEE TABLE 1 SEE TABLE i _ BY OTHERS www.f)ella.com Co SEE TABLE 7 SUBSTRATE BY OTHERS 114" MAX SHIM j�- - --- _a. d SEE TABLE T-\�"''I MIN. EDGE DISF. - tvSIN EMBEDMENT SEE TABLET I SEE TABLE 1 / PERIMETER SEALANT _---___. i __. � I � 520 VC BY INSTALLER p INSTALLATION ANCHOR -- NSDEAND OUT SEE TABLE i SLIDING ilVl[)C) MIN_ EMBEDMENT IMPACT SEALANT BEHIND -1/4"MAX SHIM ' ( SEETABLE1 FLANGE BY INSTALLER I t. ¢ z 4 LU 0 tt —� --PERIMETER SEALANT Z O W p 4 }W- ti 0000 —PERIMETER SEALANT BY INSTALLER W Z O Z_ M F- Z t_ �o I,� INSIDE AND OUT BY INSTALLER LL � W `S Z 0 iS m INSIDE AND OUT —_--- INSTALLATION ANCHOR Z Z S 2 < Q �y L..._...._____ SEE ?ABLE 1 C) C7 F O Q = CC INSTALLATION ANCHOR SEALANT BEHIND `_ t% SEALANTBEHIND SEE TABLE i I B FLANGE BY INSTALLER FIN BY NSTALLER Z O 44 � Z _Z O T) HORIZONTAL SECTION Q - -__....-.-._ / 1 HORIZONTAL SECTION ____ f- - O 4- U TYPICAL JAMB ANCHORAGE ( TYPICAL FIN ANCHORAGE F 0 tz O Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION < CC c- U MIN. EMBEDMENT ___--SUBSTRATE i j O > p - W p.. SEE TABLE t _ BY OTHERS z U% Lu O !U! SEE TABLE I O.. Zo- ff0�U% t W MAX SHIM Z � 0 _. tr y _.� --114" MAX SHIM MIN. EDGE DIST--4--...__.-„.: SUBSTRATE a a \ QO SEE TABLE t j SEE TABLE 1 FLORIDA APPROVAL h10_: SEALANT BEHIND FLANGE BY INSTALLER j MIN. EDGE DIST. sEETABLEtBY 33554 PERIMETER SEALANT _ _ _> 114" MAX SHIM — MIN. EMBEDMENT B S= AND OUT TALLER SEE +ABLE t t ( �NA1.y %J Zti. /jxxx 58201 SUBSTRATE BY OTHERS --/ a ,-„"at tom"` SEE TABLE 1 .- ---- --MIN. EDGE DIST. MIN EMBEDMENT SEE TABLE 1 SEE TABLE 1 STATE OF �a "qr VERTICAL SECTION SEALANT -------- I TYPICAL SILL ANCHORAGE BY INSTALLER INSIDE AND OUT ALLER 5 HEAD AND LL SM S(L LAR.00R BOX INSTALLATION NSIDETAND OUT INSTALLATION ANCHOR ',I t l#IIIil11S1 8/15i-- p HORIZONTAL SECTION L---_- _ SEE TABLE i t l LUCAS A- TURNER, P.E. FL PE # 58201 -—SEALANT BEHIND Turner Engineering SECTION & PIN BY INSTALLER TaCor7SUltin ring _ 2428 Old Natchez Trc Tri ��5 J TYPICAL FIN ANCHORAGE Camden, TN 38320 HEAD AND SILL SIMILAR FOR FIN INSTALLATION PH, 941-380-1574 :GHEE"T .�'iESCR#PTION'. INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DaaU1N BY oatB UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED' MCS 7/31/2023 MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DVac# Hev INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CW S-867 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE SHEET 12 5OF5 BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts i Publications r Contact Us BCIS Site Map Links Search Product Approval 61111"1 USER: Public User > APP11:0ton-wst > Application Detail FL # FL33545-R2 Application Type Revision Code Version 2023 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pelia.com Joe Hayden Sandi Robinson pellaproductapproval@pella.com Mary Rukashaza-Mukome 102 Main Street Pella, IA 50219 (641) 621-3317 rukashazamc@pelia.com Dave Criscuolo 1900 SW 44th Avenue Ocala, FL 34474 (647) 651-0199 dcriscuolo@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/15/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 5ARnAud Ygax AAMA/WDMA/CSA 101/LS.2/A440 2017 ASTM E 1996 2020 ASTM E1886 2019 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/05/2023 Date Validated 10/10/2023 Date Pending FBC Approval 10/12/2023 Date Approved 12/13/2023 I �0' '"" I redcts' I Model, Number or Narri [Description, 33545.1 SH-510 SH-510 PVC Single Hung Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes W—f Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-510 PVC Impact, no sill anchors required. Safety _—, _o� p_ fjLa3545_R2K [B_Qp EL ' Q,12ft�df__EvaLF� glazing required on outer lite above 30 ft, in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300 Cantact-Us :: Rhone—aQ2482--11124 The State of Florida is an AA/EEO employer. C.Qayrigbt-2002--,2DI3—State-Dffio-dd.a. ;: PrLyAy__Statement :: Accessibility—StateDient :: Refundstatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S,, please click tipra_ Product Approval Accepts: MWIMEEM Credit and Safe Gomm 63" OVERALL. FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT s r' 53 118" MAX. OVERALL FLANGE WIDTH --- ---..-.-.-- 51 7/8" MAX. UNIT WIDTH - _...............___4711/16" GLASS DLO-- f t U 2613116' GLASS DLO I 1 30 3/16" 1 1 i I MAX r 267/8" SASH ® t GLASS HEIGHT X I _ DLO 3 j i j /\ Yt� 6 I 6 >- .... A GLASS DLO ; MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS _.__1 GLAZING DETAIL ......... ...-2 SECTION VIEWS ................. ....3 BOM&EXTRUSIONS ...4 ANCHOR SCHEDULE & NOTES-- __5 INSTALLATION DETAILS ...__.....6 GENERAL NOTES, Pella Corporation � � 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � 102 Main Street TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT % Pella, IA 50219 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND "' www.pelia.com IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED --- IN ASTM E 1996 PER THE FBC, 2. GLAZING OPTIONS: (SEE SHEET 2) 510 PVC 3. CONFIGURATIONS. "OiX". SINGLE HUNG 4. DESIGN PRESSURE RATING. IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z INFILTRATION TEST PRESSURE AND GLASS TABLES O O m ASTM E-1300-04e01J09, Z W o ¢ w 5. ANCHORAGE. THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED W n. Z Z_flz 1r__ ¢ uy A- O cc � E Z d 0 IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR = 72 Cc t" O p DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I- O tj < x M a. ANCHOR CALCULATIONS. a Z cty Z z 6. PRODUCT APPROVED FOR, IMPACT RESISTANCE. SHUTTERS ARE `[ z � O O ti Z NOT REQUIRED. > < a O 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w [c c Co 00 � p �' O w USED AT FIXED MEETING RAIL AND JAMB. tr a z U) W O � m I - =a If a> O TI-0 0-TW - 8. IGNATION X t1 OR THE FOLLOWING., STANED XN OPERTHE ABLE SASH. O FIXED SAS WW a FLORIDA ORIDA APPROVAL NO.'. 9. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ! 33545 LOCATION. 10. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS MAX, UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 5I-7/8" x 61-3/4" +/- 76 PSF LARGE FISSILE IMPACT 9/26/2G23 LUCAS A. TURNER P E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 (EET DESCRli T(ON- GENERAL NOTES AND ELEVATIONS iAWNBY ;DATE. MCS 10/612023 VG# ........._ .REV.: PEL-812 ! B SHEET 1:15 1 OF6 QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G,SPACER FIXED LITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7116' AIRSPACE 5/16" LAMINATED GLASS 1/8' ANNEALED 090" PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE QUANEX DURA' CARDINAL XL E KODISPACE 4S( fG,SPACER SASH LITE RALL INSULATED GLASS --ALED OR TEMPERED SPACE INATED GLASS :ALED INTERLAYER :ALED - GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE Pella Corporation 102 Main Street Pella, IA 50219 www.pefla.com 510 PVC SINGLE HUNG IMPACT Z Z" < 0 CLUO MWOO Z W-0 <rzw w Z0Z M--H 0 Cc } M Z ZT2!<X,0 0 OF-Cid < T: I--0c� 0 0 0 1- , 0- f- cc goZO- OZ < — — o- 2 0 O0 i�: 0 yj 1:- 7 Z 0 < >- P- 0 P- Z — E Z a, Cr LU 0 0 Cc 0- — 0 W-0 a- M >- Q: 'FLORIDA APPROVAL NO 33545 9/26/2023 LUCAS A, TURNER, P E FL PE # 58201 Turner Engineering & Consulting, Inc 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 SET DESCRiPTfON_ GLAZING DETAILS MCS 10/6/2023 SETTING BLOCKS PER FBC 2411-3.3.11 �WG v� EV PEL-812 B -- --- ----- SCALE, SHEET 1:1 20F6 im SECTION A -A NOTE, ITEMS NOT SHOWN FOR CLARITY, 20, 25-26,36-37,44, 51-52, 55-56,64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com low - < Z ;� < - ?, - - - QWowo 0 0 o Z uj�n '�� r Z ui Lu 0 m Z0Z m--t 3: m Z Z=2<mw()0 0 0 0 0 d < T 0 Z 0- P nn o Z Z — 0D - o— 0O CPD ZZ F--,_20 0 <�:wO�:To- 2<'�C) t Z U5 rr jr U) — >- D i�: 0:2 w E C) 0 m U) 0 w w Z=, 0 a- 0 m WP-0 0m 0- = m a- wa` m FLORIDA APPROVAL NO 33545 No, 58201 X—*.Z -- 9/26/2023 LUCAS A TURNER, P E- FL PE # 58201 Turner Engineering & Consulting, Inc, 2428 Old Natchez Trc TrI Camden, TN 38320 PH, 941-380-1574 ET TION SECTION VIEWS �WN b-y D A-T-E - -- - mcs 10/6/2023 PEL-812 B - --- - -------- - ----- - - aLE SHEET 3OF6 PVC R1&&R 18„ L, vv/Nb, PVC, He t�' PVC, Vert. / Filler, PVC, Vert. 25 P-4056 ISASH CAM FOR PVC WINDOW Plastic 26 P-3295 TAKE OUT CLIP SS 27 P-3783 -Look, kripact, PVC 28 P-4069 Keeper, Impact, PVC Zamac 30 P-4479 WEEP HOLE COVER Plastic 32 P-3305 Wstp,, 0.270 x .187 High Density 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Tvoe A, TEK 2 Steel 47 jSjkafox 552 or Purtect Glaze "H" 48 P-5615 Set. BIk., 85 Dur, 1/8" x 1" x 2' Lg. Rubber 53 Sash SEE SHEET 2 54 Fixed SEE SHEET 2 56 Spacer (SEE SHEET 2) ---Tkfu—m 62 P-3218 Screen Frame 64 P-4754 SCREEN CORNER KEY Plastic 65 1 P-4771 -36"-BetterVue Insect Screen. 18x 16 Fibeialass -6228 lCover, Fixed Rail 72 1 S , Vinyl I 73 1 S-1 112 fReinforcement, Impact Hook Alum 74 1 P-3541 1#8 x IIZ', Ouadrex PH, TEK I Steel I ILINE ITEMS NOT USED: 5; 7,11, 15-17, 21-22, 2R 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 691 23 /4" 2F� 0 P'U f -L-- PVC FRAME PVC SASH PULL FLANGE RAI LJSTILE H-6223 H-6222 13/16" 9/16'* 1 5 1 /8" 21=2— 1/16, REINF, IMPACT HOOK - 1112 PVC SASH RAIL/STILE H-6225 --1 1116' Q 8�1 71� 7/1 PVC SCREEN PVC SASH STOP - 6025 CATCH S-6226 F3' REINF, S-2129 REINF. H-2123 7/8.1 IMPACT HOOK S-1577 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 2 3/16' --T 1 PVC SASH MTG RAIL H-6224 2 1/8" MTG RAIL H-2121 w 13/16' PVC MTG RAIL COVER S-6228 REINF. SASH MTG RAIL H-2124 FRAME CORNER CONSTRUCTION Pella Corporation 102 Main Street Pella, A 5 21 www-pelfa-corn 510 PVC CORNER WELD (ALL SIDES) 1 SINGLE HUNG 1:8 IMPACT < -Z 3: < F- LU U �� LIJ 0 C� Z Lu QZ LLJ w Z0Z Q :�E w �E >- 0 a: LL F-Uj Zi--3:2T Z Z=:E<Mwoo 0 ol-od<MI.-rc Uu a - FIXED MEETING RAIL 0 Z — U) — Z U) 0 ZU)- — SCREWED TOGETHER WITH OUTERFRAME Z C) ::) C.) — —ZZo '< F-—'OZ>0 18 3: 0 Lu F- 0 < Z ow0oww W 1,- - co 1/16' F- 0 0 !�j >- cz� wo 1/4' iFLORIDA APPROVAL NO 33545 PVC SCREEN SUPPORT 5-6227 N"011141111'/ N0.58201 C14�� STATE Of PVC GLAZING BEAD S-6237 <61111110 9/26/2023 -,-- — LUCAS A. TURNER, P. E. FL PE # 58201 Turner Engineering ConsuiiIing, Inc. 2428 Old Natchez Trc TrI Camden, TN 38320 PH- 941-380-1574 1EFT-DUSCRPI ON - - ROM AND EXTRUSIONS wM48T MCS 10/6/2023 # �REV PEL-812 B -- --- ----- -- - SHEET 12 i 40F6 6" MAA 6" MAX 4" H M/ I 4" (TYR) 4" (TYR) ANCHOR l AY'OUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR(TYP,) -G rNL NOTES 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION_ NO ANCHORS REQUIRED IN SILL. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3- ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I. SHEET 6. 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 BE PROTECTED TO PREVENT REACTION. 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 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. Z A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS, 3" FOR MASONRY. 1" FOR WOOD AND METAL.. 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED 70 TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING ARID FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS'. FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS). FMAIAAMAIWDMA 300(EXTERIOR DOORS) Pella Corporation 102 Main Street Pella, IA 50219 www.petia.com 10 PVC SINGLE HUNG IMPACT 4 F- Z j�:G Z i oWd � pb QW W. LL Z0ZZ M_-P R-WIZ{-��S Z Z=2<mwO{O U 0- gym Uf!)F-�n-f-c!)0. Z CO Z -ZrZtn y 2<0�F= Z W �0M rn 0' W dUJ CE ZU) W 0-U) F- a Ow= _ 0 a-= } = s w3�w0' ,FLORIDA APPROVAL NO.'. 33545 9/2612023 LUCAS A TURNER, P E FL PE A 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 HEET DESORIPT ION ANCHOR SCHEDULE AND NOTES H _. 5P,AU4'*7 c3Y. ,DATE'. MCs 10/6/2023 wca--FEv--- PEL-312 i B ACALE SHEET 1:i5 5OF6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE FABLE? —SUBSTRATE MIN EDGE DIST BY OTHERS SEE TABLE I 1/4" MAX SHIM SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE I MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE I MIN EDGE DIST BY�NSTALLER SEE TABLE I INSIDE AND OUT INSTALLATION ANCHOR-- SEALANT BE.....- SEE TABLE I FLANGE BY INSTALLER '—IW MAX SHIM INSTALLATION ANCHOR SEE TABLE I CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U 1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER, SEALANT BEHIND 1 W MAX SHIM. FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABL El INSIDE AND OUT I SUBSTRATE BY OTHERS SEE TABLE I MIN, EDGE DIST SEE TABLE I VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2,0 KSI MIN) 3/16" ITW TAPCON 1-1/2l 1-1/81' HOLLOW OR GROUT -FILLED CMU U 17 PCF MIN) 3/16" NPA' TAPCON ill 2' CONCRETE (3,05 KSI MIN.) 3LI6, bEviALT ULT R.ACON, V HOLLOW OR GROUT -FILLED CMU (AS TM C-90) 3/16'DEWALT ULTRACON, 1-1/4" 2-1/2" 2X MIN, SOUTHERN PINE (G=O 55) 3/16!'ITW TAPCON OR DEWALT ULTRACON+ i -3/8" 7/8" 2X MIN SOUTHERN PINE (G=055) I# 10 WOOD SCRE kN 1-3/8' 718" 16 GAUGE (0 NEW) MIN. STEEL. STUD f(33 KSI YIE7LDMIN) A 0-16 HILTI KWIK-FLEX OR IT-W TEKS SELF -DRILLING SCREW FULL THREAD THIRD 0.060" 7116' 1/$1 ALUM (606.3-T5 MIN) OR I1/6'STEEL (33 KSI MIN.) _—LiLL�W 1#10 GRADE 5 SELF -TAPPING 1 E_ FULL THREAD THRU 0 126' 7116' PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �D� HORIZONTAL SECTION 6 TYPICA L JAMB ANCHORAGE MIN EMBEDMENT SUBSTRATE SEE TABLE I BY OTHERS SEE TABLE 1 1/4" MAX SHIM MIN. EDGE DIST SEE TABLE t Pella Corporation 1 102 Main Street Pella, IA 50219 www,pel a -corn 510 PVC SINGLE HUNG IMPACT < Z 0 Z w0ow0 Z LU _Ir W. Z0Z c::—t 0 cc?, M U- Z i- w Z 3:2 Y ZM2<M'00 0 o 0 F_ 0< g- 0 Cn H'j , 0- P_ 0 a- Z 0 Z; 'Dj, — Z is 8 OCO Z Z'200 > < -Z <3�OWF=0— Cc < 0 2<�' R tzuS cc m 0— 2 0 ona ZLu 0 L- a- M 0 0 m Luz-O a- M = (c - 3: uj , F_ a- M I PLORDA APPROVAL NO 33545 �;* No58201 V'= At INSTALLATION ANCHOR fu= SEE TABLE I STATE OF IIIIIII110 N 9/26/2023 PERIMETER SEALANT LUCAS A. TURNER, P E BY INSTALLER FL RE # 58201 INSIDE AND OUT Tumer Engineering & HORIZONTAL SECTION j Consulting, Inc BOX FRAME INSTALLATION 2428 Old Natchez Tre T H HEAD AND SILL SIMILAR FOR BOX INSTALLATION ff Camden, TN 38320 PH, 941-380-1574 FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, SHEE-, DESCRIPTION UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: INSTALLATION DETAILS MIN_ 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, 'DRAv NEW DATE__ - - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS MCS 10/6/2023 SHOWN FOR FLANGE WINDOWS. _ 5—NG i__REV PEL-812 I B SCALE SHEET 1:2 60F6 National Headquarters 2501 Seaport Drive, Chester, PA 19013 888.736-6335 toll -free WWW.POWERHRG.COM PROJECT AMENDMENT Buyer(s)' information and Description of the Property: Project Number: 37-17948 January 24, 2024 Auyana Hagan Date of Agreement (785) 409-4224 (ALlyanas Cell) January 31, 2024 6151 16th St Date of Amendment Zephyrhills, FL, 33542 auyanah@gmaii.com County: Pasco E-Mail Address 1 Township: Zephyrhills This Amendment ("Amendment") is to the CUSTOM REMODELING AND IMPROVEMENT AGREEMENT ("Agreement") by and between Power Home Remodeling Group, LLC ("Contractor"), and "Buyer(s)" listed above. Contractor and Buyer(s) hereby agree to amend and modify the Agreement as indicated below. Other than as specifically indicated below, all the terms and conditions of the Agreement will remain in full force and effect. This Amendment is subject to the terms and conditions of the Agreement. The following additions, alterations, or deletions to the products and services Buyer(s) ordered are being made: Previous Project Price: $17,611,94 1 New Project Price: $17,332.73 Previous Down Payments Required: $0.00 1 Additional Down Payment Required: $0.00 Previous Down Payments Collected: Additional Down Payment Collected: Additional Down Payment Still Due: $0.00 It is agreed and understood by and between the parties that this Amendment and the original Agreement constitute the signed, and dated copy of this Amendment on the date written below. Additional Notes: Auyana Hagan im ME 10,141 Buyer Prepared by Christopher Bly on 01/31/24 at 13:39:20 EST AMENDED - UPDATED Windows: Side room I 5035"x36.25" SUMMARY: Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered Glass Options Clear Low-E I Additional Details None AMENDED - UPDATED Windows: Guest room 1 72,75"x61,75" SUMMARY: Measurement adjusted WINDOWS: Model Fortress Impact Style Slider Type 2-Lite Config, Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I Glass Options Clear Low-E I Additional Details None AMENDED - UPDATED Windows: Kitchen 1, 35.75"x37,0" SUMMARY: Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I Glass Options Clear Low-E I Additional Details None AMENDED - UPDATED Windows: Living room 1 72,75"x61.75" SUMMARY: Measurement adjusted WINDOWS: Model Fortress Impact Style Slider Type 2-Lite Config Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I Glass Options Clear Low-E I Additional Details None AMENDED - UPDATED Windows: Front guest room 1 51.75"x37.0" SUMMARY: Project Price changed, Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered Glass Options Clear Low-E I Additional Details None AMENDED -UPDATED Windows: Front guest room 1 51.75"x37,0" SUMMARY: Project Price changed, Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I Glass Options Clear Low-E I Additional Details None January 31, 2024 13:39 AMENDED - UPDATED Windows: Master bedroom SIDE 1 51.75°x37.25" SUMMARY: Location changed, Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White t White : Grid Pattern : None I Removal Block ( Glass Strength Non -Tempered Glass Options Clear Low-E I Additional Details None AMENDED - UPDATED Windows: Master bedroom 1 51.75"x37.0" SUMMARY: Project Price changed, Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White J White Grid Pattern None I Removal Block I Glass Strength Non -Tempered Glass Options Clear Low-E I Additional Details None AMENDED -UPDATED Windows: Master bathroom 1 25.25"x37.0" SUMMARY: Project Price changed, Measurement adjusted WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks OPTIONS: Color White I White Grid Pattern None ( Removal Block ( Glass Strength Exterior Tempered Glass Options Obscure Low-E ( Additional Details None January 31, 2024 13:39