Loading...
HomeMy WebLinkAbout18-20490 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20490 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20490 Address: 37148 CULLENS TRAIL Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0180-00000-0800 Improv. Cost: 2,793.18 OWNER INFORMATION Date Issued: 11/27/2018 Name: RICCIARDO DANA& PENNINGTON CH Total Fees: 82.50 Address: 37148 CULLENS TRL Amount Paid: 82.50 ZEPHYRHILLS FL 33542-0661 Date Paid: 11/27/2018 Phone: 813-494-9502 Work Desc: REPLACE DOOR UNIT CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INC BUILDING FEE 82.50 r, Ins ections Required FOOTER 2ND ROUGH PLUMB MISC z INSULATION CEIL N FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CON CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills`E?ermit Application Fax-813 780-0021 i Building Department r U r.►P G fz7 Date Received LI phone Contact for;Peimitt(n 713 Z(off Cal `J - Ovrner"s Name QANeaat''•is l CG)I�/�1 Oixner:Phone Number Ownoes Address r /ZA i G ! owner Phone Number- Fee Simple Titleholder Name i OivAbr`Phone Number —_ I Fee Simple TifleholderAdddress 1 JOB ADDRESS. :7-7 N d C"I I eV5,T P P I 7-C _ i C l-3]�LW .LOT# '� Situ�t St18DIVISION. �4AiS C f2 nt d' i.�' Et t0# t� "2ka-2 i-45 t sue► if-,goo .� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN Q = DEMOLISH INSTALL. REPAIR' PROPOSED USE C] SFR 0 COMM OTHER —i TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL r _ DESCRIPTION OF WORK �� A�; 1ocnA 19/V)T SSf Zk-, Z_S)>.2'_ BUILDING SIZE SO FOOTAGE C� HEIGHT- _ . . . ... . . ®116ILDING $' I 2-7 .r VALUATION OF TOTAL-CONSTRUCTION I =ELECTTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING $ 2-0 qqb =MECHANICAL $ I VALUATION OF MECHANICAL INSTALLATION r" 6 =GAS ROOFING SPECIALTY OTHER v 2 FINISHED FLOOR ELEVATIONS ff FLOOD ZONE AREA =YES, NO I '�-'.-. . �' . L BUILDER c sL 1erSb•„M6rYlEL Ce iTQle% (_L.c, . N SIGNATURE REGISTERED '— Y/ N FEE CURREt Y/N 3-- Address Pry (Sox'7%f!'gR3 C) fpwdel FL � License# CZE 15C}�;,?{!7 3?.4 T S' ELECTRICIAN � � COMPANY SIGNATURE REGISTERED I YIN FEE CURREN Y/N Address License# �� PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN �— Address i License# MECHANICAL I COMPANY SIGNATURE REGISTERED I YIN FEE CURR9, Y/N Address License# OTHER COMPANY SIGNATURE I REGISTERED I Y/N FEE CURREN Y/N T�. Address ( License#:F_ I11111111Illlllltllilllll. IIIIIIIIIIi�illllllllltl.l`t1111'IIIIIIY1111111 RESIDENTIAL Attach(2)Plot Plans;(?)sets of Building Plans;(1)set of Energy Forms;R O-W Permit for new construction, Minimum ten(10)working days after suE mlttal date. Required,onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler,Site Work Permit for subdivis,ons/large projects COMMERCIAL Attach(2)complete sets of Building'Plaq's 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. Requiredionsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all•new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans, I ""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 aver$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING :(copy of contract required) Reroofs If shingles Sewers Service Upgrades AIC Fences(PipttSurvey/Footage) Driveways-Not over Counter if on public roadways..ne Ids ROW E j NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"' which maybe 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 tovridertake work,they may be'required to:be'licensed in accordance with state and local regulations. If the contractor.Is,riot,licensed.as required by law, both the owner and contractor may be-,bited for-a.misdeineanor violation under state la—w: if the owner or intended contractor are uncertain'as.to`what licensing*require'ments!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 jcontractor(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 hie is not properly licensed and is not entitled to permitting Frivileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:.The undersigned understands that Transportation Impact Fees.and Recourse Recovery Fees may apply to the-construction of.new buildings,change of use in.existing buildings,.or ezpanaion:of existing.buildings,as specified in Pasco.County Ordinance dumber 89-67 and 1 90-07,.as.amended. The undersigned'also understands;ihat--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 permitlissuance. 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$9!,500.00 or more,I certify that,1, the applicant, have been provided with al copy of the "Florida Construction Lien LiWv—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 6btained a copy ofithe above described document and promise In good faith to deliver it to the"owner"prior to commencernent. CONTRACTOR'S/OWNER'S AFFIDAVIT;. I certify that ati the information in this application is accurab i 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, zonilig regulations,,and land development regulations in the jurisdiction. I also certify that 1 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,* 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, Wettand! Areas, Altering j Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. i Department of,Health-& Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, f Septic Tanks. I - US Environmental Protection Ardency-Asbestos abatement. - Federal Aviation Authority-Run ays. j I understand that the following restrictions a-Zy to the use of fill: i - Use of fill is not allowed in Floo Zone"V"unless expressly permitted. - if the fill material'is to be used in Flood Zone "A", it is understood that a drainage Fitan addressing a "compensating volume"will be:'ubmitted' at time of permitting which is prepared by a professional engineer licensed by the State of Florida- if the fill material is to.be usein Flood Zone"A"In connection with a permitted building using stem wail construction,I certify that fill will The used only to fill"the-area within the'stent wall. If fill material is to be used 19'' 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 lotsitess than one(1) ,acre•which are elevated by fill,an engineered drainage plan.is required. If I am the AGENT FOR THE OWNER;I prdimise 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 violab ,cancel,alter,or i set aside any provisions of the technical cosies,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 s commenced,within six months of permit issuance,or if work authorized by the permit Is suspended or abandoned for a period of six(Q)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 ancl:will demonstrate justifiable cause for the extension. If work'ceases'for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORDiA NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this i Subscribed and sworn to(or affirmed)before me this by I by Who is/are personally known to me or has/have produced Mo is/are personally known to me or hasthave produced as identification. j as identification. i Notary Public Notary Public I Commission No. �_ Commission No. i Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped I I i STORE COPY o INSTALLATION SERVICES CUSTOMER CONTRACT-MWORK-INTIEXTIPATIO DOOR LOWE'S OF ZEPHYRHILLS, FL,STORE 4 1854 STORE PHONE:(813)838-9D00 NO ■ ( _ 921 GALL BOULEVARD IRAI F4PFRgnM-RnRFRT PAT 71NrFR .� ® � q ➢ W EPHYRHILLS, FL 33541 SALESPERSON ID:143Di 67 Document Print Date: 10/20/2018 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 which the entire agree- ment, including the specifically completed pages of this document,the Terms and Conditions included with this document,the applicable portion(s)of Lowe's receipt, and any other addenda or attachments hereto,,shall be referred to herein as this"Contract." PLEASE READ THIS ENTIRE DOCUMENT,INCLUDING THE"TERMS AND CONDITIONS."BEFORE SIGNING, a Lowe's Registration or Contractor License Number 1 Lowe's Contractor Name A N Florida Contractor License Number CGC1508417 M oo n Customer Name Home Phone n DANA RICCIARDO 813-494-9502 co:_ C>jstomer;'Address Other Phone a i ..., 37148 CULLENS TRL 813-784-6676 G L City State!Province Zip 1 Postal Code M 0 ZEPHYRHILLS FL ---------— ------lnstaltation-Address------------._---------- - - -- - --- -------- -_ -----...---- ----- T 37148 CULLENS TRL co Installation City Installation State/Province Installation Zip/Postal Code 0 ZEPHYRHILLS FL 33542 Ln MERCHANDISE AND INSTALLATION SUMMARY 0 MERCHANDISE SUMMARY 22238:32770FJPMD: STK:PFJ CSE327 2-114-INX111.16-INX7-FT: PFJ CSE327 2-114-INX11116-INX7-FT: EMPIRE COMPANY,THE-OTY 3 9B458:07526 : STK: RML 8-FT WHITE PVC BRICK MOULDING : RML - 314407:OGL10408-AG : STK: 1-4-8 TREATED APPEARANCEE GRADE: 1-4-8 TREATED APPEARANCEE GRADE:SUNBELT FOREST PRODUCTS- - QTY 3 — a 625232 : 436803P1 6400HAMA:SOS: SOS RB PF DECO FG MAHIFIR DR-JW: ENTRYIEXTERIOR-`"`20%OFF CUSTOM ORDER ENTRY DOORS N (1011012618-1013112018)'*• :JELD-WEN DIST-MW MASTERS-QTY 1 o Materials Price $1789.68 rn N, o . ao Store 1854 Project No.559607003 for DANA RICCIARDO Page 1 of 7 0 N STORE COPY 0 ti ..... Ime A I Dina-r^ I v�acaCr�i�rvTIVN Door type: Exterior Location of new door(s) : Front Door Select new door: Double Pre-Hung Hardwood(Mahogany or Oak)door: No Side lights or transoms: No Number of additional holes bored for accessories: None Install specialized mortise hardware :No Install storm door: No _ Lead safe practices :No Total linear feet of custom trim to be installed:21 —Co Deliver door:Yes Customer understands the scope of the project : Yes aPermit required:Yes Who will obtain permit:Third Party N Permit fee:Yes Additional miles traveled over 20 : 0 M Bring up to code description : None Access fee amount: None co Dump entry fee:Yes Describe other work.needed : frame in fee n Other work charge:Yes Comments: No Comment a' Labor Charges $ 969.50 M Detail Deduction -$ 35.00 Co M Co Additional Specifications: UN Notation: Lowe's will not make structural modifications, paint or-stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- -ti---- ----erty-is-governed-by-Historic-Distdct-Regulations.—.51 --- --- - ----- - - ---------- --------- _ --- ------ - - - Additional Specifications: Federal Jaw requires. Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for familes, a Child Care Providers and Schools By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing W Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where In- stallation 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 in and to the photographs for use in all markets and media,worldwide, in perpetuity.Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publi- city, illustration, training and Web content. By jitilialing here,Customer agrees tot us omer o mi is o e e . -NOTICE-TO-CUSTOMER--PRICE-CALCULATIONS:In order to properly perform-the installation-of certain Goods, the Contract Price may include 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 lump-sum Price stated in N this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing o this Contract below, 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.. Ln N NOTICE OF ARBITRATION AGREEMENT 0 Store 1854 Project No. 559607003 for DANA R ICCIARDO Page 2 of 7 o cm STORE COPY o This Contract provides that all claims by Customer orLowe's will be resolved by BINDING ARBITRATION.Customer and Lowe's GIVE UP THE RIGHT TO GO � TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by Co a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND AIC1RE I IIIAITr:r1 T{4AA[ RI II r7C APDI 1i-6RLC7 1N CO6 I.R.T. iiivi~a^iivI docisions ^nic^ uu en orceable as ally �.vuIt oIUG-1 ails ar$ 5u JI=.L fo V E�Y L[IViIT1=D RC VIE1N$Y A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT,WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES timereapplicable N..._ a SUB-TOTAL $2714.1 a `TAX $ 0.0 N DELIVERY S 79.0 M ORDER TOTAL $2793.1 co BALANCE DUE A Co ocoo . - - -- - A I. 0G Co Work is to commence upon reasonable availablity of Contractor which is anticipated to fill in date]. Ln co NOTICE TO CUSTOMER un All items listed in this contract and specification sheets)are to be installed under conditions agreed upon at time of pgrchase and ai,iheprice appearing- r_- -on this contact orm'This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation r- necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- o er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING CO) BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON -- THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT-THE TIME OF SIGNATURE. NOTICE TO OWNER:-ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- ---TRACTORS;-SUB=SUBCONTRACTORS;'OR-MATERIAL SUPPLIERS�-THOSE'PEtJPLE-WHO ARE-OWED--MONEY -MAY -LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF �, YOU FAIL TO PAY YOUR CONTRACTOR, YOUR.CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS o MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO N PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR o ap Store 1854 Project No. 559607003 for DANA RICCIARDO Page 3 of 7 0 N STORE COPY o CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A'WRITTEN RELEASE OF LIEN FROM ANY PERSON OR OM- o PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HAND(S)AND SEAL(S)BELOW THIS a4 DAY OF Lowe's Home Centers, LLC By: (Seal) -a �} N /ICJ ��aa�I ,rjl�/ i (Seal a M Address Owner Co A,/ A City State 1 Province Zip 1 Postai Code Print Nam e (Seal) M Co-Owner or Witness Co M Nt ------------------ ---------------- ------------------------- Print Name Co V— ti _Customer acknowledges r�ceipt_of a true copy_which wascompletely-filled-in_prior io_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 a this right. o • 0 M O N r O Cp Store 1854 Project No.559607003 for DANA RICCIARDO Page 4 of 7 0 N 0 0 Door Detail Specifications Holley Dev Corp#54584 a _ , Please provide drawing from onsite using svring info on right ' Date: 10/17/2019 Note Interior(Exterior view Left Hand Right Hand Interior Store#: 1854 Customer: DANA RICCIARDO Patin Ssving:A=Active,f.=Inactive.. ---customef P __ ._.—____..------=--_—�---_-�.__.. _.__---___-__—_---- --- -------------- Sfiders:X=Active,O=Inactive -¢ - hone A E_ a A •o Customer must be home for installation Co to apply finish(paint/stain) h o � " o •� �- _. Exterior-Dote finish of home: Co U 00 00 Door units to measure-one door per row-all measurements must be in inches- try Rrehung Location Rough opening Unit 5'ze tJ:1Ln 00 Storm Entry Sidelight Transom Patio Swing Patio-Slider interior or Slab Comment Width Height Width Height Jamb pepth Ln 1 IS FRONT - _ - ..___ . 74 811/2 4 9/16 � -2 i 3 0 4 7 Vn Co.. _ COMMENTS:-3-PCS_2:.1 4-COLONIAL-CASING,31ARG E-PVC-B-MCKMOL-D; 3jX-4WPT----- �. ZZZ3$ S 31 O� N Page 4 of 4 �- 0 co cs Page 1 of 3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16468-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived :J Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Custonjl v QRK SHALL COMPLY WITH PREVAILING Address/Phone/Email 3737 Lakeport Blvd. CODES FLORIDA BUILDING CODE, Klamath Falls,OR 97601 NATIONAL ELECTRIC CODE, (800)535-3936 AND THE CITY OF ZEPHYRHILLS customerserviceagentsgeld-'FINANCES Quality Assurance Representative REVIEW DATE NOV Address/Phone/Email CITY OF ZEPHYkHILLS Category Exterior Doors PLANS EXRAMINER Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. �6 Validation Checklist-Hardcopy Received Certificate of Independence FL16468 R12 COI COI JW SS 2015-04-27 odf Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R12 Equiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018 Page 2 of 3 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 16468.1 A Design Pro/Smooth Pro/Studio Single(X)Qpaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Fiberglass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010861A X.OPQ SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4655.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.2 B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010862B X.GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4430.1 SS 2017-I1-17.pdf Created by Independent Third Party:Yes 16468.3 C Design Pro/Smooth Pro/Studio Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Fiberglass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010863A XX OP SS 2017-02-09,pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4656.1 SS 2017-I1-17.pdf Created by Independent Third Party:Yes 16468.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010864A XX.GLZ SS 2016-08-26 pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4432.1 SS 2017-11-17 pdf Created by Independent Third Party:Yes 16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)Opaque Door 9-0 x 6-8 and 9-0 x Fiberglass 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II_AOI0865A OXO.OX OPQ SS 2017-02-0_9,pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 _ Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4657.2 SS 2017-12-19 pdf Created by Independent Third Party:Yes 16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010866B OXO OX GLZ SS 2016-08-26 pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4434.1 SS 2017-I1-17.pdf Created by Independent Third Party:Yes 16468.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Opaque Door 12-0 x 6-8 Fiberglass and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010867A OXXO,OXX OPO SS 2017-02-09 pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018 Page 3 of 3 Design'Pressure:N/A I FL16468 Rl2 AE PER4658.2 SS 2017-12-19.pdf Other: Created by Independent Third Party:Yes 16468.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010868A OXXO.OXX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By:;Hennes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4436.1 SS 2017-11-117..pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018 74"MAX.O.A.WIDTI 1 PREPARED BY: a 1 JEL E 5 a m h t BUILDING DROPS,INC. WINDOWS & DOORS B WNIq BFAOI,R 33000 3 M19511.I99-BC78 = 6 fA%:195a1)a9A738 WEB:Waw.builtli�@dmps.mm DESIGN PRO/SMOOTH PRO FULL LITE f J NON-IMPACT z z INACTIVE e0 ACTIVE °o w m N o FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) o a T T �` z o OZ°� s �a viw m�a� GENERAL NOTES: p 2 ZQ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: s ° >Z y • TAS 202-94 a a a a LU T TYP.ELEVATION 1 Z w W° 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s�•°°°0.Kl.N H J LU RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 74"MAX.O.A.WIDT C1 Ufr r FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �> INSTALLATION. a s }EN ►.�° s ° E—LU Wa 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR n. A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS z DOCUMENT. s REMARKS B DATE 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT c dd MP Lock&RadiuSL GL /19/1 RESISTANCE. 3 Add GU Hardware LS /24/1 s 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. w r� 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN r w cg c rH u NI B o BunmH oB GLASS,DECORATIVE AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS SHAPED LITES ARE QUALIFIED qxo sNq NO TBEEBEPBooucroww"otEon.. (SHAPED) G^ INACTIV ® ACTIVE °o W3HAtW0.111EHrfINS HLIGNNNGOBOPS,LNG FOR 6'•8"DOORS AT DP+/-60ONLY. Z wp q NG5ToT'k'&nUMtNTGHIINOTPE ON°IDA l7,,. l7 qB cs rorHls Bocuu[Nrqu NOT PER 3 z z W iuv.u>.IEG>,aBrrn3rnN 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(V✓TP)OF 9.0 PSF.REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT Z O s ``Bl111I11!/!!7j MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY O— s S F. O 2 OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 1.0 � lr- . O _ � y..¢..7�'QO EBimss.WNt"o•' �1 TYP.ELEVATION 2 �i cNpoI.y73G 1 B'-0'D000.RDGM �1B`�' sI �2Y3°- B9�� TABLE OF CONTENTS PBPEanf.61f4yr9P�7t�glylla,s,B NOTE: Digitally g y SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL 9 Nsi nape Hermes document ro,P.E. ORIENTATION IS INTERCHANGEABLE. Date:Reas 20l am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2016.08.2618:44:44-04'00' 2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 DESIGN PRESSURE(PSF) 3 B OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSRE MISSILE DWG. Y: CHK. Y: ,4 B VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL TJM SS �IVSS WIDTH HEIGHT RATING NTS S B HORIZONTAL ASSEMBLIES POS. NEG. S. NEG. SCALE: 6 B GLAZING DETAILS XX 6'-O" 6'-8" 60AB 60° 60A" 60" NOWIMPACT DWG.a:AO10864A 7 B WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 60A" 60" 60A" 60" NON IMPACT SHEET: OF9 8 B CONCRETE SUBSTRATES X% 6'-0" 8'-0" SOA SO SOA 50 NON-IMPACT A 9 B COMPONENTS&BILL OF MATERIALS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM tt21 INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SEE TABLE 74"MAX.CIA.WIDTI 1 BUILDING DROPS,INC. SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/261NCH OR GREATER OCCURS.SHIM(S)SHALL BE FOR QTY. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 19R E.DANIAREAENRLVD.sTE.aTa 1 1/2"TYP. DAPH:9E 13 E13100" 3"TYP. � 3"TYP. PH:19501399de)8 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO LA%:195<PGi 4)38 wED:.,w+.e"ae"aemoi.mm STUCCO,FOAM,BRICK VENEER,AND SIDING. G2 — — — — G2 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL % y OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR o a, In m o MANUFACTURER'S INSTALLATION INSTRUCTIONS. is ,D j F- . '4 °� S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR F U- O m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE = C ti Z SHELL OF BLOCK. x m m 2¢ 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK s p Q m g CONCRETE/MASONRY CONSTRUCTION. z _ ® _ Z LL - V l,Cj O Z) 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE v3i—< < ¢ 0 2 O FOLLOWING PROPERTIES: j 3 0 D: z: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. O Z vi I I in D B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. yyo° C.GROUT-FILLED CMU-UN IT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z Lam' OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O Ci �c PSI. V a D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH - Z ai OF 2000 PSI. IN IVE ACT E Q ti 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR � LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~ 3"TYP. A2 3. [BYjDATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM D2 P D2 REMARKS dd MP Lock&Radius L /19/1EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. (TYP.ANCHOR LAYOUT Add GU Hardware /24/1 ANCHORTABLE 2 W4'0RS4'WORNEIGHT 6'8"DOORS 8'0"DOORS Hi o U R GDRo we AN05lNLLNOT BF R[VRODUUD N WHOIEOR PART WIDbYF WRITi[N CDHf[NTOi RURDDd DRORS,IHC ANCHOR MIN. MIN.EDGE #OF #OF TERAm"x AoaTlo"s,HwHFw"nNc.oR orHTR ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D. MMONGSTDTHG W[UNENTARE NOTVERLRiRfDAND SIZE EMBEDMENT DISTANCE SPACING AT ANCHORSAT SPACING AT ANCHORSAT I11TF OUR CE—KAITON HEAD/SILL HEAD/SILL JAMBS CLUSTERS JAMBS CLUSTERS ``,�$F 11 J07j''i' 2X WOOD BUCK WOOD SCREW #10 OR FRAMING 1-1/2" 3/4° 17-1/2" 4 17-1/4° 4 `��Q' '•' ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2' 17-1/2" 4 17-1/4" 4 7•O 7 r * : ELCO ULTRACON 1/4" CONCRETE/CMU ,..* 1-3/8"-LONG. -O T T ; Q: 1' 17-1/2" 4 17-1/4" 4 1-1/4"-CMU fU NOTE: •'•. / P.�• �/ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1 11-5/8" B 14-3/B" 6 INACTIVE AND ACTIVE DOOR PANEL " Q. pGJyGgfR3• ORIENTATION IS INTERCHANGEABLE. / �I�iooa ���` 2-#12X3"PFH B2 LDGEfFA.'I4yy �i4Aa�vs]a SCREW C2 1-STRIKE PLATE E2 2-#8X 3"PFH F2 NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE INSERT PLUG STRIKE PLATE INTO BED OF SILICONE 2-#B%3°PFH DATE: 02.05.14 4 0^0. DETAIL F2 SCREWS DWG. Y: CHK. Y: DETAIL C2 P 71-A.SMGAL TYP.ASTRAGAL/ DETAIL I2 GL/TJM SS�MSS TYP.ASTRAGAL MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ INSERT PLUG WITH •��• STRIKE LOCATION TYP.TOP ASTRAGAL MULTI•POINT STRIKE SCALE: NTS DETAIL B2 1-BOTTOM SHOOT 2-#9 X 21/2-PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATIONASTRAGAL ONLY INSERT PLUG BOLT INSERT PLWPFH SCREWS STRIKE LOCATION LOCATION 12DWG.#:A010864A W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED INSWING ONLY) DETAIL E2 ONLY 4-99 X 21/2'PFH 2-49 X 21/2'PFH UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS SHEET: OF9 PLATE FROM ^ INSWING SILL SECTION VIEW HARDWARE KIT �D OUTSWING SILL SECTION VIEW HEAD SECTION VIEW L VSFE DETA teR 0R a AD Z SEE DETA L EIORLRAB Z IN NGSHOWNDOTSWIRWAMIIAR PREPARED BY: BUILDING DROPS,INC. 1.E.OANw BU,.MD.,ST.3. DANw—..r030DE PH:(M)38Dei38 rm:(9 4r-.B738 4 1/2"TYP. 4 1/2"TYP. WEB:vwv.bulWBgdrRPs..nm Ti 1/2"OFFSET TYP. vf m � 23 T�L K o al' YJ dLL�m � s6 LU J m 5 X� r �Z Nt7 UW Z a O o Z; Z w, W O Z . I o ¢ IL m REMARKS BI DATE 1 P.ANCHOR LAYOUT dd MP Lock&Radius Lt GL 6/19/1 3 PFR)Wl3Y BUR INmNmETr/NwsOngr Add GU Hardware LS /24/1 IHE PROPLBI-D BlN. 1NGUR0 , AND3NNLL mTBEREPR000ROU'l-EDRPART W,A00M0SEMTOEBUILMNG DROPS,IM ALTf MTONS,AOOITON;NIDNUGNfINO,Oq OTHFq NwRONGS TOTHIS OOCUNfMARE NDTPERMITRO AND TEOUR RRitMATM)N 11/4"MIN.EMBED TYP. ```111111111flf�Z' O z w� SEE TABLE ZX BUCK ANCHOR TABLE o O P Op MIN.EDGE MIN.CENTER 6'8"DOORS 8'0"DOORS * *. Z ANCHORTYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER T�LT Q: f SIZE EMBEDMENT g H _ SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. fJf o'^ SPACING AT SPACING AT OT°•.• ( P;• fl/`� °1 2X WOOD BUCK INSTALL JAMBS JAMBS 2X WOOD BUCK ANCHOR PER BUCK ANCHORTABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2• a• 25' 30-I/4' revr oER.C Ila�sve ld/8"-CONC. 9pg1 3 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. ELco uLTRAcoN 1/a" CONCRETE/CMU 1-1/4•-CMU 1' 4 25 30.1/a 3 ao;ssrrnon SIOF NEW DATE: 02.05.14 NOTES: DWG. Y: CHK. 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED G L TJ M 1 SS�Y: M SS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: A NTS A 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.#:AO10S64A SHEET: OF 9 3 PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH BENO,M 338 UAMA BEACH,FL 33004 PH:19541399Pn FAR:I954I7MAM WE8 w'vrLPOdingdmps.mm J -O 1 O N W o- w LL � O au m o C E�LELn ^5 n LL o O B INTERIOR EXTERIOR EXTERIOR /. INTERIOR a Q : U ° 4 K �. o �M ... W: ti LLJ F OPERABLE HEAD 3�OPERABLE SILL REMARKS BY DATE 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING fkdd MP Lock&Radius LtGL /19/1 ENDURA ZAIL4565F Add GIJ Hardware LS /24/1 uMExi i AxD SN MI—N QOZEOUCF BO--DR.MTx Ifl[N(UN9[HfOf BUM1OING OROPS.INC AL1FMtroN;AODOpN;H43HUGHONG,OB OTNF0. NAROxG51E1114500NNEMARE NOi PERN1iiF0AN0 INUREmATf OUR(EROTIGPON \\\\\\111111JJJ7j' INTERIOR EXTERIOR7 IMERIOR EXTERIOR •TP 46 o EBPE aR +4FM9°�fY41FJ�9sn OPERABLE SILL OPERABLE SILL 4 OUTSWING 4 OUTSWING DATE: 02.05.14 AFCO J-2297 OPTIONAL AFCO H497 DWG. Y: CIK. Y: GLjTJM SS'MSS SCALE: NTS DWG.M A010864A SHEET: OF 9 4 PREPARED BY: HINGE SCHEDULE Q HINGE DETAIL AT IAMB: ' DOORHEIGHT QUANTITY PLACE#9X2-1/2"PFH SCREW NEXTTO WEATHERSTRIP BUILDING DROPS,INC. V-8" 3 398f.DAN%BEAOIBWM.5TE.338 `\ DANIABEAEH,iE33 4 `H:I954139 78 AR:1954f344A738 WEB:W.vw.Buildiiydr"mmm J m ow g d b 2 INTERIOR 8 \ W o m m A5 o{I-� wLLm� EO INTERIOR \\\ 3-#8 X 11/2"PFH =Q g / \ \ 1-REINFORCEMENT ~O I 1-#9X2-1/2"PHILLIPS LU a PS SHOOT STRIP p Z' EA L+1 "'x 1 FLATHEAD WOOD SCREW 3-#9 X 3/4"PHILLIPS a Z N Zo �EKTERIOR FLATHEAD WOOD SCREW Z 0 g W� D(TERIO L7 N Uri 4-10 PHILLIPS FLATHEAD WOOD SCREW I!3 K 14 USE 3/4"LENGTH FOR 6'-8"DOORS p 0 USE 1"LENGTH FOR 8'-0"DOORS = as 1 ouTSMEETING N SwN�LmILaR HINGE JAMB 5 5 REMARKS !Y DATE dd MP Lock&Radius Lt GL 6/19/1 Add GU Hardware LS /24/1 GU MULTI-POINT LOCK 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY Pxo R of BDI ND ANO SHALL NOT BE REPRODUCED IN WHOIF OR PART WBHOUE W—..E.OE BURpN6 DROPS,I- AE9EMTRINf,ISE—m xWxWO WO,OR DA RDxG3 TOTx19 00NM[Nt ME NOT PfRMo1FDAN0 —All--EERTDIGTpN 1 4-#8 X 13/8"PFH \\ 1-REINFORCEMENT PLATE `\\�_S FF' / \ HOPPE#251229610 ',����Q- ,.• J• •.�C` //�i ENOI y73 FBYEC R(.0 �@Q\�19 R HOPPE HOPPE 3-#8 x 2PFH \ 13-#8 X 13/8"PFH(6'-8"UNITS) W/STRIKE HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) DATE: 02.05.14 1-MPL STRIKE PLATE DETAIL AS COMES W/HARDWARE DWG. Y: CHK. Y: 2-#9x5/8"PFHEU HOPPE/GUMULTI-PT LOCK iz-#ax11/z"PFH(6'-8"UNITS) �HOPPE MULTI-POINT LOCK GL/TJM SS'MSS W/STRIKE HARDWARE FASTENING 14-#8X11/2"PFH(8'-0"UNITS) 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANELONLY SCALE: NTS DWG.#:A010864A SHEET: OF 9 5 PREPARED BY: //n4\ BUILDING DROPS,INC. 3"E.DR BUN MD.MW 1"MAX. DRNIR BUN,R 33W 1"MAX. 1'MAX. 1"MAX. P.(95GI399� n 3/4"AIRSPACE Fft(95a)rw— INTERIOR EXTERIOR. H II�I� H I 13/4°AIRSPACE I 1 3/4°AIRSPACE I 1 3 EXTERIOR/4"AIRSPACE w[B:ww.wwuBamPs mn, 11--lJIXI I I4JJIXII�XI INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOfl W 1/8"TEMPERED GLASS Z m 1/8"TEMPERED GLASS z 1/8"TEMPERED GLASS N =m 1/8"TEMPERED GLASS "� DO DOW 995 SILICONE D+ SILICONE f D+ DOW 995 SILICONE p l/1' 1 o d DOW 995 SILICONE Tn BUTYL BUTYL BUTYL p C I— CO "'LLeo =Q J g O� Ln H m 6 N W 18 18 19 20 H Q 0 REDI-SEAL REDI-SEAL DOW 995 SILICONE S 2 ~ Z 1 6'-8EE GLAZING DETAIL 2 8E-0'E GLAZING DETAIL r3� FLUSH GLAZE DETAIL 4 GLAZING DETAIL o g ?W 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS E 3 C7 r?►" 621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'1"UNETS AT DP+/-60 PSF O O �7o = 1-iz F F REMARKS B DATE Add MP Lock&Radius Ll GL 6/19/1 Add GU Hardware LS /24/1 UW—THEROPL-Of St MN >ND—NOT BE REPRODUCED DI--OR PMT N WOIE)UTWROTEN .ENTOFBUIUNNDDROPS,LNG RLTERATION3,PDOO W NE NN:NUGRRIND,OR OINER MONOS i01N1G DOEUME."E NOTPERM-DAND Iw1E1041E OUR tt RDNE4TION `LLLIIIIIIII7j Z. 7 .O FpPEEYRT.EO f '[33W0 � ,, gE7F�QRILAa,9sPe DATE: 02.05.14 DWG. Y: CHK. Y: GLITJM SS/MSS SCALE: NTS DWG.s:A010864A NOTE: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: /Z BUILDING DROPS,INC. 198 E.DANM BEACH BIVD.,STE.338 DANW OFACH,iL33Dp0 PH(951)399 8A>0 — FA%:195RI)49 A)38 WEB:wAw.Wddingdmps.c9m J G T O FO O C IA d 2X WOOD BUCK a m 5 a w SILICONE WOODANCHOR MIN. uWsi SEE TABLE ON SHEET 2 2 Z EDGE DIST. w %% WOOD ANCHOR 0 �J SEE TABLE SHEET2 SEETABLE ON SHEET2 Z O r'yo 0 w� ww o bX .j 2X WOOD BUCK f w % E> W ►� 2X WOOD BUCK F t" 2 0.2s' N. c / / MAX. EDGEMI DIST. REMARKS B DATE WOODANCHOR SHIM SEE TABLE SHEET lkdd MP Lock&Radius LtGL6/19/1 SEE TABLE ON SHEET 2 MIN.EMBED. 1 LS Bd Hardware 24 SEE TABLE SHEET Add GU H / / HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING H ANDSHALL NOTREREPRODUCEDINWHOIEORPAU ENDURA ZAIL4565F —UT WRrmz,WNSEW0F BU=lNG DRDPs iNc uTE 0Nz.Awrtoxt"-UGNTwG,DRDTNER IM-SFOTWSDOCUMWTARENOFPER-DAND WOOD ANCHOR WOOD ANCHOR M4UwTE0URCFRnDGTroN SEE TABLE ON SHEET SEE TABLE ON SHEET `` � �SLF..`'%` 01/'%'''' SILICONE SILICONE N k tj ';.i�` •Z� '�' dip w g w 2X WOOD BUCK z� f N 2X WOOD BUCK h ii��T�EnFx PxDRFAoP•G����` MIN. MIN f//ppA� F ` . FBP�¢Rf.6Jq� pRM1Aal9zre EDGE DIST. EDGE DIST. SEE TABLE SHEET 2 SEE TABLE SHEET 2 OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING 7 Y: CHK.BY: HIGH BUMP OUTSWING DWG. AFCO J-2297 AFCO H-497 G L/TJ M I SS/MSS SCALE: NTS DWG.JJ:A010864A SHEET: OF9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SEdTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BUILDING DROPS,INC. S.E.DAN.BEACH S—'.- END..ST.S. 1—BEACH.P.330X PH:19S4p"-mn PAS:(9S41T4AA73S WES:—D..kiDSdrOP,.mm .O J >ITN O Z �omd LL Q d m 1%WOOD BUCK a U g s=== � (OPTIONAL) �y J m�i ED MIN. N �', p Q SEE TAB E SGE TREET 2 = SILICONE CONCRETE ANCHOR Z N m x %/ CONCRETEANCHOR SEE TABLE ON SHEET 2 wr // SEE TABLE ON SHEET 2 OZ LtJ Lu d� WW CONCRETE/ W Z _ MASONRYED p Os z< BY OTHERS % r U ak ll(WOOD BUCK •i E� (OPTIONAL) 4. MAX � n _ J SHIM CONCRETE/ EDGEI DIST. 6�'^ CONCRETE/MASONRY BY OTHERS MASONRY SEE TABLE SHEET REMARKS BY DATE CONCRETE ANCHOR BY OTHERS, SEE TABLE ON SHEET 2 MIN.EMBED. Add MP Lock&Radius L Gl6/19/1 SEE TABLE SHEET Add GU Hardware LS /24/1 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING S NM NT�S HE PROPER.oP RDRD DROPS,RW ENDURAZAIL4565F EHwmacv�r l-NOOT RE ONSENT-IN INGOROPSSi:c AIJIXU NS.ADDmONx HWHUONTIRCONOTHER MAREM6.4TOTN6 DOCUMENTARENOTPER—DAND CONCRETE ANCHOR iNv4uDA EouR aRTE—ON SEE TABLE ON SHEET `1\1\\ CONCRETE ANCHOR �S F, 0 SEE TABLE ON SHEET 2 SILICONE wIZ - ` SILICONE w - O u~Wi CONCRETE/ 2. CONCRETE/ ,D MASONRY N MASONRY i O,c�•.. ( P;••/C/ BY OTHERS BY OTHERS �� ERtAE�cvGRNro''Co����� MIN. MIN. ePE anf.6 A��sPR EDGE DIST. EDGE DIST. SEE TABLE SHEET 2 SEE TABLE SHEET 2 4 OPERABLE SILL OPERABLE SILL DATE: 02.05.14 8 OUTSWING 8 HIGH BUMP OUTSWING AFCO 1-2297 AFCO H-497 DWG. Y: CHK. Y: GL/TJM SS MSS SCALE: NTS DWG.Ir:A010864A p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM (1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. VX PREPARED BY: BILL OF MATERIALS Q ITEM# DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT 17 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 3se E.Dona Rua ewD.,sTE.3m 1 FRAME HEAD/JAMBS LAMINATED VENEER °u'�ulyucl3CK'L L33'3ma LUMBER raR:l9sal)aa.a>3R COMPOSITE WEa:.wwAum4gdrcDimw ASTRAGAL,ENDURA ULTIMATE HURRICANE �IIIIIIIIII�7IIIJ--- 2 6063-T6 ALUMINUM —W— ~ (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) Q •o J m D b 3 (NOT USED) _ � FW-• �o¢m� 4 ENDURA ZAIL4565F THRESHOLD Q p h m rw 5 AFCO 1-2297 THRESHOLD - LL 5�-= 6 (NOT USED) _ ti a O 7 AFCO H-497 THRESHOLD _ fo J 2 m URETHANE FOAM& 8 WEATHERSTRIP Oo POLYETHYLENE ® or Z O 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITEHANDLE m C Q �O 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD 4 HEIGHT aP 9 W ZLu 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD `—°aO O°CD Z 12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 3 O a O Ao HANDLE W' 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ® W F"9 g HEIGHT 0 14 BUTTHINGE ISEE SCHEDULE SHEETS) - O F V 0 15 KWIKSET LOCK SERIES 400 STEEL + REMARKS BI DATE 16 KWIKSET DEADBOLT SERIES 780 STEEL 4 O dd MP Lock&Radius L GL 6/19/1 17 HOPPE MULI-POINT HARDWARE HLS9000 oa O o o ^• o Add GU Hardware LS /24/1 (SEE SHEET FOR HARDWARE AND FASTENING DETAILS) STEEL c 18 ODL LIPUTE KIT(NI) HIP POLYPRO./PCABS = Na 19 FLUSH GLAZING LEG FIBERGLASSzo ANO S°INLL NOT BE RERRDDU[ED IN WExOI IEDR RART wmou_WH REPROD C auuoixo ORs,we AITEMIGM.ADDmo Nz xwxER:xTwD.oR oTxrR 20 ODL LIPUTE KIT(RADIUS LRES) HP POLYPRO./PC ABS ARnNcs TDTwsOKOMWURExoT VERMOTm AND NVAxDAIE OUR¢RnfI 04EMR 21 GU SECURY S-BOLT MULTI POINT STEEL ' F. F-1 LT LEI 7V S %.4, TA I I 73 O>3 R.EN �v � ERx aaf.61�9a�YyM1llaM1is srz O ' FRAME VARIES,SEE OM/ABOVEES O AS NUnnSTRAGAL O ENDURA zAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H 497 THRESHOLD L I u 0.06• DATE: 02.05.14 DWG. Y: CHK. Y• GLITJM SSfim: sS 4.56- 5.62° I �` SCALE: NTS 4.563"J 4.62• DWG.#:A010864A 1.78" SHEET: OF9 9 YLU I11Ufl Af City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: C j ` 148 Site: 14 (3 (!)U-[IP-" Permit Type: 1 Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. NCI! 1 `6 2r'a Kalvifi S t r—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) s/H IIIlllllllllllllflNllllllillll!!NlfllIlllllfll!lIIIIlNIII t ' 2018190793 Rcpt:2005331 Rec: 10.00 OS: 0.00 IT: 0.00 11/09/2018 E. M. , Opty Clerk PlstoiNo �� PmodiDm 6A-- 1 ;2j -Ci1$O - D6�1'It�E IM tANDERSIGfi® dtRs lfotloe fdtff ietpaoYflrfnwe will Ff:s w 3t1 fo aetnif a d ptaptltp,Odin aoeardslcaaitt t]1t flat T13�.FIN Sbbtf�s, r+a tlteia0ooirtp ifioeftadan ispto+Adedintlisl�loe[oe�dC +asnsasx c f. oeaa rp- CfPt VOW. Parodlder�iR Um. `.t�a2._�3 PN :t 'Si1,IPP Cvkur., 2hr•LW D2= pE F. fdeterd D�reo�tion afblp�oremefM ( r m A 3� Oiwletittomwiatlaffdal+esitonaadotl�IhBlse�ae�atWsarttedil�l7�eUa 149 m Ad*mo CRYSable "r r .. in A �adlles�RLmcaihu�erty.a�:ia6ore) OD��yy�o _ s coomom POW A.Castro III- ?U'v±cUM.Cen tma UP fi j&j were OD rr Adilbaw CRY Ca�traeMa,lsTdephonefia. 407-3934101. CL Satatp: Mm— Name Adder CRY Amaet of Boi* S ._,—,,..,.,. Tillphow M= now AddP _.�... ._.........�. MY LeMO is Tdephmw Ma ...,..._..._....._.�:.._» 7. Famm *Sin fM GO&d Flkx dn6 o W by tdto mister aportt On nOx f or all. doassneftlt map be erf'red as ptoioided by Nwne . Address C Sb+te OL !n J�fo lieeeil,the trslar deetp�ltaa TJ.„..w. at - � R.-• c�sruw[w:��gg/affheLtenotSrN�ioeaepttf+�idoditSeotlon7l3.1�1j(b�Flotidaa'1�ules. . Tdephwn Number of Plemm or Erft Vc&%rreed Pry Or=r. a E date of P 1 d Oomate xo=t Afro t*hkit .dab map rod be Edon its eamplefon of ameNuotion fed End po„Aont f m ow oortrodor.but f.i be ant peerftom to*ft of mrA#tOhR=bw it daauert dlte M eF s.Mm* VPJVRM TO OVVMM ANY PAYMEMS iIIAi F O DF.COMM AFTSi 7M 41G'FR YM OF iflg NOMM OF ARE CONSKMED 491K M PAY EM U MVIt t CSfRdOM M PARri :SECTION 7f31 .FLOE MBA SrATtltffi AftD Cm t MICT Nf YOM PAYING IMAGE FOR iltlFil<t VEM TO YOt44 PRCf�"�tY. A- OF tX)ii@N;EiEN t MUST BE i AM PO511?A ON TFE JCtB Sf T1E 9�FQiE 1R�FIRST Ni�ECtiON F YOU INTE D TO C6TNN CONSULT VMT"YOM LEMM ORANATTMEY IEIFOI;E COMbtEMNGVIQWOR RE�ORDW YOtR NanMOF Undew 141d, Ow 1howrowth's"-c�rrh aammwfoeils.a lltallheAtQsatdtfdtlleeeitafstreNblAeieti • ofagrlowrriwMei:rdbeiet � SUMOFFUMIML NATASHA A.R ANSBURG n0U1ftY OF' rD+rr'�b MY COMMISSION#66048580 dOnnerar ptwd ar OuereAe ar taeeedfeAttAoft�tl I EXPIRES:JAN 30,2021e 8ondW through 1st State Insurance 7Ae>lar WOO fwscwtert+wtsadonwbdpedbefaema�is, rt[rp: �,rG..2p :s• •1��-• ..,,,..__.�._..»... tq.»af+nttarikp, �yf�� i an teas ef�utltd)... FMewriaD Knoref�ffi gndu�e�"w'�d�id�eOe�f�i6'�cadan� iSatus�J 3�. Type of tl�7hliCtaLOrt Ptaduesd_A)5 i.rL 5. Nf1C►Ji!�PtiIQ