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Home My WebLink About22-3573Name: JIMMY & JENNIFER TAYLOR Address: 6815 Oakcrest Way ZEPHYRHILLS, FLORIDA 33542 Phone: (813) 244-8079 City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 BAR-003573-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 02/02/2022 Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Building Valuation: $5,347.72 Electrical Valuation: $1 .00 Mechanical Valuation: $1,00 Plumbing Valuation: $1 ,00 Total Valuation: $5,350.72 Total Fees: $66.74 Amount Paid: $66.74 Date Paid: 2/2/2022 11:08:04AM ZROEMMMM Contractor: LOWES HOME CENTERS INC 11111310131 111111r1111 =,111 1=11110 i��III1Ijjjj1!jI!jI!Ij'I1j' 11 1 1 aff � -A- I I ; i 77 3Z 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. N CTOR S ATURE PE IT OFFICE PERMI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION A 8 13-750*020 City of Zephyrhills Permit AppliCation Fax-813-780-0021 Building Department (MONICA) Date Received 02/01/2022 Phone Contact for Permialn [� 8�13269 _ 9965 I q I rr-r Owniff's Name JENNIFER TAYLOR Owner Phone Number t813 =2A4A4-,qn7Q 079�n Owners Address [6�815 O�AKCRE�STVVYOwner Phone Number Fee Simple T11.1oholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6815 OAKCR.EST WY ZEPHYRHILLS, FL 33542 ] LOT N SUBDINNSION OAK CREST EST PARCEL TO# EZ26-21-0250-00000-0050 JORTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CDNSTR ADDIALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE EM SFR COMM OTHER TYPE OF CONSTRUCTION E=J BLOCK E:D FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE = HEIGHT E2KILDING VALUATION OF TOTAL CONSTRUCTION =LLECTRICAL AMP SERVICE PROGRESS ENERGY =PLUMBING =MECHANICAL 5 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = FINISHED FLOOR ELEVATIONS E== BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address SPECIALTY = OTHER FLOOD ZONE AREA ['YES NO COMPANY O`3TER1_0 vt , CC, ^J _J04 _ L N Y I;f,;s L Y1 N FEE CURRE; r4 1 �7 License I COMPANY REGiSTERED ,EUNF,, PLUMBER COMPANY SIGNATURE REGISTERED L7z=—.7i, 11_.1-111 Address License# MECHANICAL COMPANY SIGNATURE REGi6TFRC0 Address Licanse# OTHER COMPANY SIGNATURE Address License if 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 dale. Required onsite, Construction Plans, Storrinwaler Plans w/ Silt Fence installed Sanitary Facilities & I dumpster; Site Work Permit for subdivislons/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 (Jute. Required onsile, Construction Plans, Slormwalar Plans w/ Silt Forica installed, Sanitary Facilities & I clumaster. Site Work Permit for all now projects Alt commercial requirements must meet Compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500) Agent (for the contractor) or Power of Altorney (for the ovnei) would be someone Wth notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences POUSurvey/Foolage) Driveways -Not over Counter if on public roadways needs ROW )v 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 County, TRANSPORTATION iMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands OWNER hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has I A1140M.0 my responsibility to IdenUfy what actions I must take to be In compliance, Such agencies include but are not limited to: Department of Environmental Protection -Cypress Sayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Boyheads, Weiland Areas, Altering Watercourses, Army Corps of E npinee rs- Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protectlon 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 Zeno `V" unless expressly permitted, it 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 Florda 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 stom 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 forviolating 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 romise In good faith to inform the owner of the ormlitin conditions set forth In OWNER OR AGENT VAVVaro Ily own to me r hastlhavb p. as IdonAw'00on St)eiiindbad and Sworn to (or a0wM60) before me INS by— MQ Were personally known to me or h4&'h0y8 prodvCed as womificAtion Notary pubic Commission No. Name of Notary typed, proled of Stamped -W I Name& address: (P8 t,5 3Z�5-A-2— �tbce tBS-4 F-L-Z0,575.'8 *- F-i-KA(c&L STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIO DOOR 2 i xx, STORE PHONE LOWE'S OF ZEPHYRMLLS, FL, STORE 1854 :(813) 838-9000 7921 GALL BOULEVARD SALESPERSON: TERRY MCCONNELL FEPHYRHILLSI FL 33541 SALESPER----',4 01: 2525196 Document Print Date -'01/04/2022 This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's Lowe's Registration or Contractor License Number I Lowe's Contractor Name Florida Contractor License Number CGC1 508417 which the entire Customer Name Home Phone S JENNIFER SAUNDERS TAYLOR 813-244-8079 0 Customer Address Other Phone 6815 OAKCREST WAY L city State / Province Zip / Postal Code D ZEPHYRHILLS FL 33542 Installation Address T 6815 OAKCREST WAY 0 Installation City Installation State/Province Installation Zip/Postal Code ZEPHYRHILLS FL 33542 M E R Ic H A N Ell S E A N ED 11 N S T A I A - A -1 1 0" N SUIA011101 'A' 'n'T' 47970: LW5000 - STK: GE SIL 11 WD CLEAR 10-10Z: GE SIL 11 WD CLEAR 10.1OZ: HENKEL CORPORATION - OTY 1 77332:376-PFJ7: STK: PFJ CSE3762-1/4-I.NX11/16-INX7-FT: PFJ CS-=3762-1/4-INX11116-INX7-FT: METRIE INDUSTRIES INC - OTY 6 202922 * 102560: STK: 5/8-5-1/2-6 DE PT PICKET: 5/8-5-1/2-6 DE PT PICKET: UFP RETAIL, LLC - QTY 6 283340 -.0725208003: STK: PVC BRK MLD 7252 WHITE 8FT: PVC BRK MILD 7252 WHITE 8FT: EMPIRE COMPANY THE - OTY 3 314417: B2G10408-25 -. STK: 1-4-8 TREATED #2 BORATE: 1-4-8 TREATED #2 BORATE * SUNBELT FOREST PRODUCTS CORP - OTY 6 1125366: 00132: STK: SCREEN MOULD 8WHITE: SCREEN MOULD 8'WHITE - ROYAL BUILDING PRODUCTS 1125411 : LOCK FE285 G CEN 622: STK -. SCH MB FRNT HNDL CEN/LATITUDE: SCH MB FRNT HNDL CEN/LATITUDE: SCHILAGE LOCK - QTY 1 1798651: F51A G PLY 622: STK: SCH MB ENTRY KNB PLYMOUTH -. SCH MB ENTRY KNB PLYMOUTH: SCHLAGE LOCK - OTY 1 Store 1854 Project No. 713094702 for JENNIFER SAUNDERS TAYLOR Dra3 Ti niTii rn�rr,5!r�- ��n' ror n1ore, InTormanon Ai_ -_ _n2ys!" PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of-tho'Prermses w1hiX(! lwStallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest is and to the phorOgrarlhs for LISO in all markets and rnedia, worldwide, in perpetuity. Customer authorizes Lowe`s to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's rimy -e sajcptxtographs for any lawful purpose, including, but not o s limited to, marketing, advertising, publicity, illustration, training and Web content. By initialing here, Customer agrees to the foregoing.I — , - _'_1_]i . __ [Customer to initial to the leftl. N0110E TO CUSTOMER -PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract I n-'aNy"clude more -Goods than actually will be installed based on the measured square footage of the Project Area, As a result, the parties agree that the tump-sum Price stated in this Contract is calcbfated upon both'the value of the estimated Goods required to ful- fill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the tabor which may be estimated -based on the amount of Goods required to fulfill the contract (including caste). By signing this Contract belo-ev, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once the Installation Services are performed.. NOTICE OF ARBITRATION AGREEMENT This Contract provides -tha,talf-claims-by-Customer or-Lowe!s-wilf-be-resolved by -BINDING -ARBITRATION- Customer -and Lovve',- GIVE LJP-THE-RIGHT T 0 GOr TG COURT -To7enforce ,this Contract (E5(CEF:iT form afters that may be taken to SMALL CLAIMS COURT). Lowe and Customer's rights ;vile be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a PAIR HEARING- But the arbitration procedures are SIMPLER AND MORE LINUTED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court or- der and are subject to VERY LIMITED REVIE'Al BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found in the Terms and Conditions of this Contract. ERVICES where applicable SUB -TOTAL $5347.72 *TAX S 0.00 DELIVERY $ ORDER TOTAL $5347.7 BALANCE DUE Work is to commence upon reasonable iSa i y Contractor which is anticipated to be-- [fill in datel. Estimate 71 [fill in date[. Store 1854 Project No. 713094702 for JENNIFER SAUNDERS TAYLOR Page 3 of 8 STORE COPY BY: Print Name: go M ,b ;,, , r (Seat'. k -�Te� Zip / Postal Code Print Name -(Sea!) Co-owner or Witness Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of this riaht Store 1854 Project No. 713094702 for JENNIFER SAUNDERS TAYLOR Page 4 of 8 FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method R25575-R4 Revision 2020 Pending FBCApproval Trinity Glass International 33615 1st Way S Federal Way, WA 98003 Vivian Wright Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer orArchitect Name who developed the Lyndon R Schmidt, RE, Evaluation Report Florida License PE~43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contrac1ExpirabonData 12/31/2021 Validated By Ryan ]. King, P.E. Validation Checklist - Mordcopy Received Certificate cfIndependence Equivalence of Product Standards Certified By 4STmE1886 2013 ASTmEzVOO Znos ABTME1996 2009 ASTME1996 2014 A5TME330 2002 ASTMEJ3O 2014 ASTM E331 2000 TA5Z02 1994 VVMA,100 2016 Florida Licensed Professional Engineer or Architect Sections from the Code lmm�� Date Submitted Date Validated Date Pending FBC Approval FL # I Model, Number or Name I Description 25575.1 a. "Lighthouse" Model Fiberglass I Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ." Yes Impact Resistant: No Design Pressure: N/A Other. See INST 25575.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 25575,2 b. "Lighthouse" Model Fiberglass I Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 25575.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 255753 c. "Lighthouse" Model Fiberglass I Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure. N/A Other: See INST 255753 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 25575.4 cl, "Lighthouse" Model Fiberglass I Door Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: N/A Other, See INST 25575,4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. "Lighthouse" model 6'8 Glazed "Non -Impact" Fiberglass Single Door, with or without Sidelite(s), for Outswing or Inswing (X, OX, XO, OXO) Boxed Configurations Installation Instructions f L21U5_U_1L_(&)JnaLZ55_75_LWf Verified By: Lyndon F. Schmidt, P.F. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes "Lighthouse" model 6'8 Glazed "Non -Impact" Fiberglass Single Door, with or without Sidelite(s), for Outswing or Inswing (X, OX, XO, OXO) Continuous Head and Sill Configurations Installation Instructions Verified By: Lyndon F. Schmidt, RE, 43409 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party; Yes "Lighthouse" model 6'8 Glazed "Non -Impact" Fiberglass Double Door, with or without Sidelites, for Outswing or Inswing (XX, OXXO) Boxed Configurations Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party; Yes ............. . "Lighthouse" model 8'0 Glazed "Non -Impact" Fiberglass Single Door, with or without Sidelite(s), for Outswing or Inswing (X, OX, XO, OXO) Continuous Head and Sill Configurations Installation Instructions ELZ2U5_3A_LLWJ_n9_Z55Z5A.Pjff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L2 �7R�4(PUYAUU_M_40_f Created by Independent Third Party: Yes 25575.5 e. "Lighthouse" Model Fiberglass Lighthouse" model WO Glazed "Non -Impact" Fiberglass Double Door Door, with or without Sidelites, for Outswing or Inswing (XX, OXXQ) Boxed Configurations Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: See INST 25575,5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, Installation Instructions FL25575R4_Ll Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports f L255Z-5 _R� A (W_Lw1_ZUZ5,LP9f Created by Independent Third Party: Yes f. "Lighthouse" Model Fiberglass Door "Lighthouse" model WO Glazed "Non -Impact" Fiberglass Double Door, with Sidelites, for Outswing or Inswing (OXXO) Continuous Head and Sill Configurations Limits of Use Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant., No Design Pressure: N/A Other: See INST 25575,6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 25575.7 g. "Modern" Model Fiberglass Door "Modern" model 6'8 Glazed "Non -Impact" Fiberglass Single Door, with or without Sidelite(s), for Outswing or Inswing (X, OX, XO, OXO) Boxed Configurations Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure, N/A Other: See INST 25575.7 for Design s, any Lrf C r installation Instructions ELZU25J14_1L(J2)jng _5 . pg _2517 �L I Verified By: Lyndon F. Schmidt, RE, 43409 Created by Independent Third Party: Yes Evaluation Reports Off Created by Independent Third Party: Yes h. "Modern" Model Fiberglass Door"Modern" model 6'8 Glazed "Non -Impact" Fiberglass Single Door, with or without Sidelite(s), for Outswing or Inswing (X, OX, XO, OXO) Continuous Head and Sill Configurations Limits Of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other: See INST 25575.8 for Design Pressure Ratings, a a itional use limitations, installation instructions and duct oar tars. TR17NITY GLASS L WI Ni E R AT! 10 N A NP "Modem" GLAZED FIBERGLASS DOOR 52.5'MAX. O.A. FRAME WK)TH 67.5MAX- OA FRAME WIDTH wl SIDELITE(S) NOWIMPACr' INSWING OUTSWING F, z 1 0 GENERAL NOTES 0 0 0 1 This product has been evatuoted and is in compliance With the 71h Edition 1 0 ��d =12= 0 (2M) flodda Su ding Code (FBCj structural requirements exckxgrvg the'l-iligh 0 Velcr;4 Hurricane Zone (HVHZ). x 2 Product anchors shag be as Wed and spaced as shi:twn on details. Anchor embedment to base matend shag be beyond wall dressing or stucco, !2 3, "en used h oreas requiring wind borne deb& protection, fair pfoduct s required to be protected with an irnpoct resistant covering that cornples w1th LL111 FBC Sections 1609.1,2 & R301.2. 12 L k For 2x stud froryiing construction, anchoring of these units shdI be the some as Continuous Head ond Sig Confir,*vs Head and SO n awnfor 2x buck masonry comtruction. Mow 5. Site Bond Mons that deviate from the details of this drawing require further engineering anatysis by a hcansed engineer or registered architect. I lilt It lilt Z' % 0 a V.I 0Z G2 cv .......... t 0.1 LVL STILE POLYLIRETKAI E NTERIOR FOAM CORE — LOCK BL( 0_31. j PVC STILE CAP rl-"\ HOMONTAL CROSS SEC71ON 35,76'.W. _ PANE WIDTH 203-MAX D.LO. WIDTH SEE HARDWARE CHART 0 7:iT\ I SEE DETAIL I ti (6>gl,AIED 11001 FdodereA DOOR SKIN: 0.07r MN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM bbbii6ro it EA 2.3T i-W PVC STILE CAP f ® TOP Va PVC LYL STILE FIBEIZGLASS FRAME — }— 117 GLASS BYTE 1w F- I"OA THK GLASS HI TEWERED GLASS AIRSPACE I IT TEMPERED GLASS S[IJCONE OR STAINLESS SM SPACER SYSTEM GLAZING DEUIL DETAR I HARDWARE CHART I'MANU FACRWEN MOM FOAM CM BOTTOM RAL PVC irA 2 VERTICAL CROSS SECnON FBERGLASS SKIN G3 DYT -T-I EXTERK)R UT TOP ML LVL \-PaYUMHAW 111TERM LVL SRLE LVL STILE FOkM CORE L 6 5 HORIZONTAL CROSS SECTION R RBOrLASS SKIN z 13.W MAX, PANEL WIDTH 59' GLASS BRE 6 MAX HOT MRTSEALANT D,L.O. WIDTH 1'0-A. THK GLASS )IT TEMPERED GLASS AIRSPACE c 118-TEMPERED GLASS ALLkVJNUM/BUrYL II THREADING 15 OR STAINLESS STEEL SPACER SYSTEM 0 O FOAM CORE r. V) d D BOTTOM RAIL T LL 3 @fUllE '\VERTIL CROSS SECTION 2��5 2�0 r- =-z N.T.S. Rw ro LFS DOOR SKIN: 0.079'MIN, THK. RBERGLASS FL-25575.8 CORE MATERIAL: POLYUREMANE FOAM sim 3 - 13 9 �', EI ca •• ® a 4 (9 ®Zg g E i m 3 3 3 5 6 7 4� 4 5 3 3\ 3 5 6 75 4 4 4 '�6/ �6 /�7' V � i`j z vs z ca 52 2 z 0 1 2 r 2 { i '. J ` 1 2 3 4 9 9 1 2 9 9 3 4 9 9 9 9 a a °z v Z PQ Y U U AB E& ° sue. sr: RW m' a+u. -- LFS 3 FL-25575.8 ° 0 a Z z D-N D `tl.......... L 2 fit it oz 2 C 21 z fr 40 SE NOTE 1 62 'a < 7 70 1. Item #26 loccted 6"from eoch end 2) 8 and 3 more equagy iced (5 totoQ. EXIERM EXT:RKW NTERJOR 2. PVC Quarter round on 'ched with 18 GA. brod not Y from ecchend ten F on center, therecftv, 3 iVERnCAL CROSS SECTION �4 VER17CAL CROSS SE o EMB, W-1 N EMB. (FYP.1 C MY MNK >- (TYP-) CSIN j C 1 2 LNTERM D L 24 9 29 25 EXTERK)R HORIZONTAL CROSS SECTION Outswkig shown- kswM okso oWoved 2 KMWR 70 SEE NOTE 2 �ERK)R U2 24 NOTE I B 2 HMONTAL CROSS SECTION E ll5 M� tLl ME& W, RW LFS —25575,8 re -13 VERMAL CROSS SE ON rl-'\ HOMONTAL CROSS SEC-RON /-4--VER17CAL CROSS SECTION ""I" NOTE: 1. ftem #26 bcoted a` from each end and 3 — equ* sp—e<t 15 totcQ- X PVC Quarter round attoched wfth 18 GA- brod nal T'frorn each end then 8'on center thereafter. 097yaRa HORIZONTAL CR= SECnON l"WNEDGE FUMI4G DIIIA---P SHEEr /; ROCK e m se am . >� . i P 1 EXTER k4d INTMOR VEIMCAL CROSS SEC170N -ly I! I., z FURRING SHEET I'MMEDGE t ROCK E NOTE: L Item #26locatedelromeach end and 3 more equaffy spaced t5 total}. 2. PVC Quarter round attached v*h 18 GA. bradncffT from each end then T on center thereafter. HOMONTAL CROSS SECTION as --4y EXTERIOR INTERIOR r4-\ VEknCAL CROSS SEC7TOM "ttiMill z 9 ®r�6BB&t t86 0 6 la SHEkl ROCK FURRING r2"\ HORIZONTAL CROSS SECTION 7 Wswmg OdY RW LP3 ;IL-25575.8 7,7 7 oF 53 t0 1. Item #76 located 6from each end and 3 more eqLcly spoced IS totd)- 2. FIVC Quorter round attached with 18 GA - brad nal Yfrom each end then W on 13 center thereafter, z Zw T 3 4 3 4 z 70r-a C) 40 40 SEE NOTE 1 26 7 � N X SEE N01 2 62 >. VYP.) L EXTERIOR 27 7ON 27 Uk m z I HOP HORIZONTAL CROSS SEC17ON JZONTAE CROSS SEC710M (2 - kyv-G c4so cpproved —:2: z !��05 20 Z' sme, N,T.S. tcm erl. LFS FIL-2�5575.8 �m 8 or IL3 I y`tttitlt � F) ®®/d r t'�% w '� • �� m rp - EXTERM3R - rERIOR t� fill oz 7 _ o�"' 6 > 33 3334 on g h � Q � E 0 P chi N } VERTICAL CROSS SECTION LECAL CROSS SECTION 9oufting s - Ngft dam� sS lvllt t EXTERloiz R scffZORR r 40 70 0 za - 33 J — o `w d 4 m E b _ Z !Z U z a. save 2 05 20 ° 2 VERTICAL CROSS SEC170M �Rw p hsv ng s _ VERTICAL CROSS �$$ as er LFS 3 Ft-25575.8 °e sa-zv 9 - 13 A BUCK MASCNRY opaill TYP. HEAD Eil ANDJAMSS lit I FOR tiE I,,. Oy lit lit itE IiI lit lit LUCK ANCHORING 41 (typ.) Ili IlE TYP. HEAD 2X 8Lr-K AND JAMSS ESI [if it I I lit ktI REF. OMY MASOMY OPT W- -n ... ......... .. Bs6B,BBB 41 It it % 0 oZ* am 56 E_&/05 �2O N.T.S. RIM LFS FL-25575,8 - I TO � 13 SEE MULUON SEE Q 4 ATrACH�ffM2DETAU W ATTACEW LOAAS SEE HINGE 7- IM4 3' PP-1 7- (rYP,) - DEFAIL I F i x BucK F ixwcx L 2x BUCK 3, "? lot �rlm-1 2XBUCK 2X BUCK 2X BUCK DrREO TO K DRECTIO 1W.&SONRY K MASONRY HEAD & JAMBS L HEAD &,VMBS (typ.) FRAME 5DBJM FRAME SEE M&SONRY HINGE :E OPENING OP904G DErAJL 2 Typ. Stiff Ty?. SILL 0 % HtNGEJAMB FkAMEAMCM)RWG FUWANCHORING JAMB m-O-YC-WqGEFO-n Wo--Y —c___ Aftn tt MULUON ATrACHMENT DUAU ;i�-- �a 0 mmmag-im— a 127 (328-- L SrMMATEDUAA RW LFS FL-255751.8 z =T � -jT c L3 3 - 5 4,W 2.38- (D-ANTI J—IS = �l LW Aa--X�M 4,W 2AC T_ttAIIAIIIIIAMBS PlC OZGUIMM� 6 r-7 0 0 �— 2Z —� 0_*�IIASE VT 4.57- o AXE 4W— — — FoT—1 Mo L27 O &=DITAIII FL-25575.8 -LZ OFJ 3 BILL OF MATERIALS . REM 0 Dmkw77cw tAATEftkL A I X BUCK SO 0.59, T WOOD B 2X BUCK SG >-- 0.55 WOOD . .6- C MAX. SHIM SPACE D T14 X 23/4' PFFi DeWALT OR ITW CONCRETES STEEL E MASONRY - 3,0X PSI MitL CONCRETE CONFORNqNG TO ACI CONCRETE Z 0 31I OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 114- X 33/4' PFH FTW CONCRETE SCREW STEEL G 3116'X 3-1147 Pfli TTW CONCRETE SCREW STEEL H 3116'X 3-11e PRi FTW CONCRETE SCREW STEEL e 6 K L I /,V X 2-314" PFH DeWALT CONCRETE SC #IOX2-1/TPFHWS STEEL STEEL P 11C X2-3/47PFH DeWALT OR ITW CONCRETE SCREW —_LSTEEL sr I JAM& (RNGER-JOW PINE - SG >= 0.42) WOOD IA HEAT3 & JAMB (525") (FiNGER-JOINT FINE - SG — 0.42) WCK)D 2 JAMB PVC 3 NTEGRAL MULLION - FINGER JOINT PINE (SG >= 0,42) WOOD 4 TNTE<RAL MULLZN PVC 5 MULUON BASE Kit PVC 7 WEATHERSTRIP QEBD650 Q-L FOAM 8 DOOR BOTTOM SW PVC 9 #6 X 1-114 PF`H ALL SCREW STEEL 11 09 X 2-114" PFH SMS STEEL 19 SILLKEY ABS 24 #9 X 5/8'PFH WS STEEL 25_ #9 X l"PFfi WS, STEEL 26 #7X2"PFHWS STEEL 27 STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 3,98X X 4.9- HINGE MIN 0,078' THICK STEEL 31 IMWING THRESHOLD ALUMINUM W1 COMPOSITE SUBSTRATE ALUM COMP. 32 SIDEUTE SPACER - NSWING PVC z 33 OUTS HfGH-DAM THRESHOLD ALUMINUM W1 COMPOSITE SUBSTRATE ALUM./ COM?, 34 St SPACER - OUTSWING PVC 50 DOOR PANEL - (Modern) 62 QUARTER ROUND WOOD CONCRETE ANC-HOk NOTES 70 St t. Concrete ar�ctxrlocotoru at the coe may be adAzfed to ma stain the Mrn. edge d4kmc,- to mwcrjoklft. Z Cor to ar)ctw bcagomoted as MAX. ON CENTER" must be OCWZted to moWoki the nwv edge dlOonce to mgrtorjainh, -dalflond cor efe cnchm moy be mmithed to e e the IMAX ON CENTEr cee rot exceeded 3. Concretes anchor k"o: ANCHOR ANCHOR I MIN., WN� WARANCE MTN. CLEARANCE TYPE SIZE EA48EDMENT TO MASONRY TO ADJACENF EDGE ANCHOR _ VATL- 2105120 ITW BUKDEX 3/16- 1-11r AS SHOWN r N-T.S, TAPCON' 'eWAIT EM. RW 11111A C .. Cw_ a, LFS 3 WOOOSCREW WSTAUADON NOTES L. Mointaki a n*enm 5/8* edge dt0ance, rend dslarice, l'o,c, spockv of FL-25575.8 w�d -,ce— to {revert ftw spkft�of wood V -,5 93 — 1 SHED City of Zephyrhills 5335 8" St Zephyrhills FL 33542 (813) 780-0020 ROOFING INSPECTION AFFIDAVIT,, Permit No.:--`Q 0 licensed "d Weraarpter 468, Florida Statutes as a(n): Contractor 4 Engineer— Architect— Building Inspector_ License No. On or about r did personally inspe the: Check: Roof ;Deck NailinDry in Flashing and Drip edge g Check which was used: 30# felt— Peel and Stick \,/Other (List) Based upon that examination, I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on Section 553.844, Florida Statutes), Signature; COUNTY OF PASCO Sworn to and s scribed before this day BY: Notary Public State of Florida ------------------------------------- KRISTEN ALEXOVICH Notary Public -State of Florida Commission # GG 980116 MY Commission Expires April 20, 2024