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HomeMy WebLinkAbout20-21563 CITY OF ZEPHYRHILLS 5335-STH STREET (813)780-0020 21563 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL PERMIT INFORMATION LOCATION INFORMATION Permit#:21563 Issued: 1/24/2020 Address: 5121 19TH ST Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 7,500.00 Total Fees: 445.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 445.00 Date Paid: 11/12/2020 Parcel Number: 11-26-21-0010-20100-0060 CONi iRACTO,R INFORMATiION OWNER INFORMATiION Name: HOMEOWNER Name: ALLEGOOD, DAVID & MICHELLE Addr: Address: PO BOX 2924 ZEPHYRHILLS, FL 33539-2924 Phone: Lic: Phone: 813-453-6857 Work Desc: GENERAL REMODEL/W ROOF- REINSTATE 1X-ADD MECHANICAL APPLICATION FEE-S BUI DI FEE 80.00 ELECTRICAL FEE 45.00 PLUMBING FEE 45.00 REROOF RESIDENTIAL 45.00 BUILDING FEE 40.00 ELECTRICAL FEE 22.50 PLUMBING FEE 22.50 REROOF RESIDENTIAL 22.50 REVISION FEE 67.50 MECHANICAL FEE 55.00 ,2 Ins _ections Re. wired FOOTER 2ND R UG PLU B MIbQ INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECT70N 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.REINSPECTION FEES: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 and 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. 'tONTkA 5&bRS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF " 15 BUILDING ZEPHYRHILLS NOTICE DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE ADDRESS DATE PER MIT# THIS JOB HAS NOT BEEN COMPLETED.The following additions or corrections shall be made before the job will be accepted. 4 It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION the installation. OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21563 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 'w �,� '�` ,i sa, .- _s �, ... � W'� "'a" E:ra,; LO � F? •.` ,g �T 3 o s ", .. ��,,` ,,,.� Permit#:21563 Issued: 1/24/2020 Address: 5121 19TH ST Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est.Value: Book: Page: Cost: 7,500.00 Total Fees: 322.50 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 322.50 Date Paid: 1/24/2020 Parcel Number: 11-26-21-0010-20100-0060 "CONTRi4CTC1R INFORMAT10.N l u :OWNERrINFO'i2MA�TICQN Name: HOMEOWNER Name: ALLEGOOD, DAVID & MICHELLE Addr: Address: PO BOX 2924 ZEPHYRHILLS, FL 33539-2924 Phone: Lic: Phone: 813-453-6857 Work Desc: GENERAL REMODEL/W ROOF- REINSTATE 1X APPLICATION FEES ro BU LDINO FEE $0.00 ELECTRICAL FEE 45.00 PLUMBING FEE 45.00 REROOF RESIDENTIAL 45.00 BUILDING FEE 40.00 ELECTRICAL FEE 22.50 PLUMBING FEE 22.50 REROOF RESIDENTIAL 22.50 Inspections Re. wired FOOTER 2NR ROUGH PLUMB misc INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Rennspection 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.REINSPECTION FEES: NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 and 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. CONTRALTO S S NA URE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21563 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL PERMIT INFORMATION• LOCATION INFORMATION Permit#:21563 Issued: 7/24/2019 Address: 5121 19TH ST Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s):. Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 7,500.00 Total Fees: 215.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 215.00 Date Paid: 7/24/2019 Parcel Number: 11-26-21-0010-20100-0060 CONTRACTOR INFORMATION OWNER INFORMATION Name: HOMEOWNER Name: ALLEGOOD, DAVID & MICHELLE Addr: Address: PO BOX 2924 ZEPHYRHILLS, FL 33539-2924 Phone: Lic: Phone: 813-453-6857 Work Desc: GENERAL REMODEL/W ROOF APPLICATION FEES BUILDING FEE 80.00 ELECTRICAL FEE 45.00 PLUMBING FEE 45.00 REROOF RESIDENTIAL 45.00 V Inspections Required. FO TER 210 ROUGH PLUMB Misc INSULATION CEILIN 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.REINSPECTION FEES: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 and 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. r,� C oo CONTRACTORS S GNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2019124387 OR BK 9944 PG 71 1 Page 1 of 1 07/24/2019 03:16 PM Rcpt:2075029 Rec: 10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller,ad Interim NOTICE OF COMMENCEMENT Permit No. f r Property]deatification No. THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following informa ion is provided In this NOTICE OF COMMENCEMENT. I.Description of property(legal description: Q Jf d LG�tS M �tP J tL 11 Q a)Street Address: 2.6rneral desorption of improvements: t 3.Owner Information a)Name and address: i7 b)Name and address of fee simple titleholder(ifdther ftm owner) i• ; �j c)Interest in property 4.Contractor Information /� �) a)Name and address: OVA-(.rr,. b)Telephone No.: Fax No.(Opt.) S.Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) 6.Lender a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(lxb),Florida Statutes: a)Name and address: b)Telephone No.: I- Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a diffetem date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FWT INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,C NSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE O EMEN//T//.//) fil . STATE OF F PASCO 77.GC k r i DPIDA COtJIY1Y OF PASCO Z1 S of Ow=arf�Owmes Au Ol�per/D4eaadPoe�edMmajn �iJp {tJ G�Ltr�Ll� 1 fore8�urg instrument y+ps Re owledged before me thisZ 6 Nam V �iday of �t- 20 /�by 1;a4L/p�5'tB/as type of authority,a g.officer,trustee,attorney to fact)for (name of party on behalf of Instnrmeat was ecuted). Personally Known!OR Produced Identification Notary Signature Ca (.uk A Type of Identification Produced FL'41\W' Name(print) li (/;1 i Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in It am true to the best of my lmowledge and belief. Sapphire ofNatwW Pon=S4;Wog Abovo Fonurssrot:,n.d= . .T : JACQUaME EWES Comnlaslonf O276457 `;,a r`�•`EVIM December 12,2022 f?ordrd Tin Troy Fite Insurancs 80,MS7019 5TM OF FORM, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ingod'Werrusr WITN S MY HAND A OF ICIAL SEALTHIS DAY OF . 2� r. , C RK „OPJiPTROLL R BY DEPUTY CLERK OF 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received -.Phone Contact for Permitting rTTrTTTTTTrrrrrrrr........ ............. ............J. ........ . .... ......rTrrrn dOwner's Name hAl) Al-01) Owner Phone Number Owner's AddressF—r/,n, /?,-Ak Owner Phone Number Owner Phone Number JOB ADDRESS I k_ A LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRf� ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR Q Comm OTHER TYPE OF CONSTRUCTION Q BLOCK FRAME 0 STEEL DESCRIPTION OF WORK 1 -14,oi:4 Pkw-L 1 BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING I$ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE 0 DUKE ENERGY Q W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ 0500 .00 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO r.1.(A .........4 - .......... BUILDER COMPANY I L"�- .0�� SIGNATURE REGISTERED Y/ N FEE CURREI% Address License# ELECTRICIAN a COMPANY 111yxi— s2XZA__' SIGNATURE REGISTERED _Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY I Axe ow" I SIGNATURE REGISTERED Y/ N FEE CURREI, Address License# MECHANICAL COMPANY ahrc5 ffo,= a SIGNATURE REGISTERED Y/ N I=EE CURREI`, Y/N _ t1tiql Address Ad License# ()q 39qy I OTHER M PANY SIGNATURE co REGISTERED Y/ N FEE CURREI`, Y/N' I Address• License# I I I I I i I I I I I i 2 1 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 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,8tormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of A (fdr'"bWnbr)-Would be someone with notarized letter from owner,authorizing:same- OVER THE COUNTER PERMITTING -%;w'.r,(popy�pfpo -ed6j".. ......—ptract rdqdi ,"i ACe's(Plot/Survey/Footage)Reroofs if shingles Sewers 'Driveways-Not over Counter if on public-roadwayS..�d's_R 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 "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if.Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,-as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. If the fill material is to'be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use 'of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited'for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, .cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE OR AN ATTORNEY BEFORE RECORDING YOUR N TICE OF COMMENCEMENT. — FLORIDA-JURAT(F.S-A 1 ) OWNER OR AGENt� W CONTRACTORS` Subscribe and swo 0 oraffirrnedJ be met hil Subscribed and swo t (or affirmed)befor a this 2C1-t by UIp !zJI��rODy �by ID �fdfJP/ Who's/araper onally known to me or has/hW a produced Who is/ pet�on y knoy�'n to me or has/have roduced �[ as identification. ` dJYG u`Ce ri sgas identification. LINotary Public Notary Public Com is o Com son •''s:`"' 1 �IACQUELINEBOGES ,•;s�" JACQUELINEBOGES Name aN :tit' d Name of N ty (3R 2022 o• Expltes December 12,2 22 o`,= Expires Decembe 'yFOF F,�.P•` gp Tlw Troy Fein MsiuenCe 800.385-7010 ••';'bd gyp•• gp�eQ TMu Troy Fain lnwre�ee 800$05.1019 11-26-21-0010-20100-0060 1 Pasco County Property Appraiser Page 1 of 1 Parcel ID 11-26-21-0010-20100-0060 (Card: 1 of 1) Classification 00100-Single Family Mailing Address Property Value ALLEGOOD DAVID W &MICHELLE L Ag Land $0 PO BOX 2924 Land $18,270 ZEPHYRHILLS, FL 33539-2924 Building $33,362 Extra Features $2,134 Physical Address 5121 19TH STREET, 3ust Value $53,766 ZEPHYRHILLS, FL 33542 Assessed (Non-School Amendment 1) $50,170 Legal Description (First 200 characters) Non-School Taxable Value $50,170 See Plat for this School District Taxable Value $53,766 Subdivision Warning: A significant taxable value increase may occur CITY OF ZEPHYRHILLS PB 1 PG 54 when sold. LOTS 6 7 &8 BLOCK 201 Click here for details and info. regarding the posting of Jurisdiction exemptions. CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) —_ ---___ Line;Use 1Code Description —;Zoning;Umts Type (Price :Condition,Value 1 t 0100R OOR LP2-1 SFR _ 2 8,400.00 SF $2.00 1.00_ $16,800 - 2 -0100R LP2-2 --- SFR - -- 00R2 4,200.00 SF 0.35 �1.00 -�$1,470-y4 Additional Land Information Acres ( Tax Area FEMA Code I Res Code ! Com Code i _Condo Code 0.29 t 30ZH ; X i ZHLH ZHLH ( ZHLH View Sketch Building Information - Use 0100-Single Family Residential (Card: 1 of 1) Year Built 1964 Stories 1.0 Exterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Terrazzo Monolithic Flooring 2 Finished Concrete Fuel None Heat None A/C None Baths 2.0 Line _Code _ __iDescription _ - _ 1Sq. Feet Value - --I..._ _ ' BAS01 ___,_,___..LIVING AREA_- -- -- -1,688 - -- -- - - $28,953- — 2UNFINISHED DET GARAGE 432 $2,230 3 UGR01 UNFINISHED GARAGE 364 $1,870 4 j FOP01 j FINISHED OPEN PORCH I 72 $309 Extra Features (Card: 1 of 1) Line Code Vescription _ _ ;Year !Units_ �Value _ 1 ;RDWSWCi DRVWAY/SIDEWALK CONC , 1964 311 _ — - $154 -- -_-- _ --._-__ — _.__. 2 1 RCONPTO! CONCRETE PATIO 2009 ( 400 $990 3 i RDWSWC DRVWAY/SIDEWALK CONC 2009 j 400 - �� $990 Sales History Previous Owner: BACK LULU JEAN REVOCABLE TRUST Month/Year ',Book/Page ;Type _ !DOR Cade Condition Amount 06/2019 9917 / 1631 ! Warranty Deed j 01 Improved 65 000 I - _ ---- - ------- --�---_ - ---- - p------- $ _ 09/2014- - - ; 9089 / 3811 ; Warranty Deed- i - 11 - Improved I- $0 - 09/1986 1 1542 / 0969 Fee Simple Deed Improved j $0 01/1985 ( 1391 10007 Fee Simple Deed ; j Improved $0 http://search.pascopa.com/pareel.aspx?parcel=2126110010201000060 7/24/2019 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent. to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall ,constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers, compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning re tio i9 gis DATE OWNER'S SIQNATURE 72 7/1_,) C9�/J ADDRESS 11-kV PHONE -3 WITNESS PERMIT # ---------- City of Zephyrhills r 53358 1h St Zephyrhills FL 33542 ' (813)780-0020 ROOFING INSPECTION AFFIDAVIT Permit No.: S'P3 I, I,/t A/ licensed under Chapter 468, Florida Statutes as a(n):. Contractor Engineer_Architect_Building Inspector License No. On or about �. « f� did personally inspect the: Check:. Roof Deck Nailing Dry in Flashing and Drip edge v Check which was used: 30#felt_Peel and Stick_Other(List) 5^Xf�T ��iG At the following s1 address: '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: STATE OF FLORIDA COUNTY OF PASCO Sworn to and subscribed before this day BY: Notary Public State of Florida Or 0,0??"' CAROLYN CARLBERG ;,,• *: MY COMMISSION#GG 93 W sa Qo= EXPIRES:December 9,2023 �''opF;°°••BondWUMNotaryRftUWenMit= Alpine,an ITW Company 4 ®, $ �/ ��✓lY 6750 Forum Drive,Suite 305 a r Orlando,FL 32821 s No 636� b ` - l Phone:(800)755-6001 ALPINE ANfrV,,`a:i,Ah}. � www.alpineitw.com " "` � 20 EL REG#278,Yoonbwak Kim,I'L PE 486367 1� y r IN �j ® ORt �*-e �• 0.'& 00 *600 This docurnwt has boon eloctrordo*signed and seated using a DigU Signs.Printed copies Mmut an origksai signature trust be verified using the ori*W etecirodc version. Site Information: Page 1: Customer., Hitek Truss Job Number. 2433 Job Description: David Allegood Address: 5121 19th Street,Zephyrhills,FL Job En ineerin Criteria: Design Code: FBC 2017 RES IntelliViEW Version: 18,02.01A JRef#: 1 WV994240002 Wind Standard: ASCE 7-10 Wind Speed(mph): 140 Roof Load(psi): 20.00-10.00-0.00-10.00 Building Type: Closed Floor Load s : None This package contains general notes pages,2 truss drawing(s)and 0 detail(s). Item Drawing Number Truss Item ' Drawing Number Truss 1 135.20.1054.18520 1 C01 12 1 135.20.1054.22143 1 CO2 Florida Certificate of Product Approval#FL1999 Printed 5/14/2020 11:21:55 AM General,Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic .file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.or4. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 b���u�\ ` ^ ' ~��� meVmo Terms:. Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load nosao, namcdons, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. B[|DL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL= Certified lumber. Des Ld = total ofTCLL. TCOL. BCLL and BCDL Design Load in pounds per square foot. FRT= Fire Retardant Treated lumber. FRT-DB = D'B|aza Fire Retardant Treated lumber. FRT'DC = Dricon Fire Retardant Treated lumber. FRT-FP= FinePRO Fire Retardant Treated lumber. FRT-FL= F|amaPRC} Fire Retardant Treated lumber. FRT-FT= F|mmeTach Fire Retardant Treated lumber. FRT-PG = PYRD-GUARD Fire Retardant Treated lumber. g = green lumber. H(}RZ(LL) = maximum Horizontal panel point deflection due to Live Lomd, in inches. HORZ(TL = nnadnnum Horizontal panel point long henn deflection in inches, due to Total Load, including creep acUuabnunL HpL= additional Horizontal Load added to o truss Piece in pounds per linear foot or pounds. |n= Incised lumber. FJ = Finger Jointed lumber. L/# user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/deO = ratio of Length between baahngs, in inohee, divided by the vertical Deflection due to creep, in inohes, at the referenced panel point. Reported as 989 if greater than or equal to 909. Loo= Location, starting location ofleft end of bearing or panel point(juinD location ofdeflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL= additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of truss in pounds per linear foot or pounds PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity |nod cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load caoaa, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounda, from all specified gravity load coaem, at the indicated location (Loo). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Lou). Rw= maximum downward design Reaotion, in pounds, from all specified non-gravity (wind or seismic) load ooaea, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in poundo, from all specified non-gravity (wind or seismic) load uoneo, at the indicated location (LVo). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component ofDead Lood, and nlaxirnurn long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due toTotal |oad, including creep adjustment. VV=Width of non-hanger bearing, ininches. Refer toAGCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are ns defined inTP| 1. Page 2of3 ^ 1. 9VVC: American VVnud Council; 222 Catoctin Circle SE, Suite2O1; Leesburg, \4\2U175; 2. /CC: International Code Council; 3. Alpine, a division Vf|TVV Building Components Group |nc: 13723Rivarpod Drive, Suite2DO Maryland Heights, K8O 63043; 4. TP|: Truss Plate Institute, 2070 Crain Highvvay, Suite 203. VVm|dor[ yWO 20801; . 5. S8CA: Wood Truss Council of America, G3OU Enterprise Lane, Madison, N063719; . SEQN:172104 COMN Ply: 1 Job Number: 2433 Cust:R9424 JRef:1WV994240002 T2 FROM:BDS Qty: 4 David Allegood DrwNo: 135.20.1054.18520 Truss Label: C01 SSB / YK 05/14/2020 J 12 '12 2'3" T10"12 12'8" 17'5"4 22'2"14 2'3" 5'6" 4'9"4 4'9"4 4'9"10 =4X4 T 3 12 D I 3X4 2 =3X4 C E -3X4 =H06612 ;3F4 c A6111 =3 4 T H rT W4 M B2 L KP T 11 1 =3X4 =3X8 t 171 III X4[3][3] 1111.5X40 III 15X4 =5X5 IIIH0310(E5) 27'4" 2'4"12 5'2"8 5'0"12 4'9"4 4'9"10 5-1"2 2'4"12 7'7"4 12'8" 17'5"4 22'2"14 27'4" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.315 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.630 J 520 180 P 1093 /- /- /557 /45 /31 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.175 1 - - H 1093 /- /- /557 /45 /- EXP:B Kzt:NA Des Ld: 40.00 HORZ(TL): 0.350 I Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 P Brg Width=3.6 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.893 H Brg Width=3.6 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Bearings P&H are a rigid surface. Bearings P&H require a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.853 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 Lumber A-B 1564 -3890 E-F 1430 -3707 B-C 1213 -3175 F-G 961 -2469 Top chord:2x4 SP#2; C-D 993 -2414 G-H 974 -2538 Bot chord:2x4 SP#2;B2 2x4 SP SS; D-E 986 -2411 Webs:2x4 SP#3;W2,W4 2x4 SP#2; Rt Slider:2x6 SP#2;block length= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord N-M 4190-1645 L-J 3618 -1323 No Size Shift Bite No Size Shift Bite Ill 5X6 2.98 L 1.25 [3] 3X4 S 2.75Wind M-L 3038 -1095 I-H 2327 868 a!i!alflfil0o� Maximum es P Wind loads based on MWFRS with additional C&C �� H WA k '�s Webs Tens.Comp W Ply(IbsTens. Comp. member design. +�� `^ * fI Ai, A-P 413 -954 L-E 566 -1430 ® vE f A r Y S®� fie► Additional Notes „� a A-N 3732 -1485 E-J 547 -160 D Refer to General Notes for additional information : 0 !yo, 8636/7 C-1L 325 1800 J-F R' 1273 -489 0 D-L 891 -276 1-F 274 -553 O � Mo�a9a e° SJE OF a �� fI � veO �l1 CO �'®�►o� JD NM_ ��eb FL REG#278,Yoonhwak Kim,FL PE#86367 05/14/2020 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,,,��M„w,. truss in conformance with ANSI PI 1,or for handlin shippingp,installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawing indicates acceptance of pro)essionaf engineer'rn� responsibility solely for the design shown. The suit9abtirty and use of this c7�awing for any structure is fhe responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For, more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www.l inst.or ;SBCA:www.sbcindust .com;ICC:w Jcosafe.org Orlando FL,32821 SEQN:172107 COMN Ply: 1 Job Number: 2433 TCD.N' 9424 JRef:1WV994240002 Ti FROM:BIDS Qty: 10 David Allegood o: 135.20.1054.22143 Truss Label: CO2 / YK 05/14/2020 f 6'4" 12'8" 13'�" 20A'A 27'4" 6'4" 6'4" -�1 r 6'8"4 �- 6,1112 u6X6(R1) 12 C III1.5X4 3 p D III1.5X4 B ;3X4 E T2 T =4x6 I =Fx8 A `v -5X12 G NT B2 (V 1'd'15 L 1 =_4X8[5] 1111.X410,15 K 1112X5 12 2 =10X10( 4) 27'4" 5'11"12 7'4"10 6'10" 6A06 63"6 13'8" 20'6" 27 "6 10 10 10 4-4„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.638 E 513 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 1.277 E 256 180 K 1093 /- /- /550 /46 /31 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.279 H - - G 1093 /- /- /550 /45 /- EXP:B Kzt:NA Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL): 0.559 H Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=3.6 Min Req= 1.5 G Br Width=3.6 Min Re 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.972 g q= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.985 Bearings K&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.827 Bearings K&G require a seat plate. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 570 -3427 D-E 749 -4543 Lumber B-C 619 -3421 E-F 718 -4330 Top chord:2x4 SP#2;T2 2x4 SP SS; C-D 789 -4557 F-G 713 -4407 Bot chord:2x4 SP#2;B2 2x4 SP SS; Webs:2x4 SP#3;W2 2x4 SP#2; Rt Slider:2x6 SP#2;block length= 2.594' Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord J-I 82 - H-G 4150 651 No Size Shift Bite No Size Shift Bite I-H 4189 -655 55 [5] 4X8 2.73 L 1.25 i v��11f P Maximum Web Forces Per Ply(Ibs)Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C ,`gO�Ao WA ��/Q►� member design. `ode�W®®°°• ® •a ,g o��'p, A-J 3222 18 1 00 040 C D 2172 164 -497 Additional Notes 4� m \, r AdP B-J 146 -409 Refer to General Notes for additional information ° ■ a N,ti. 8s36a STATE OF ©ZOR �, F� eaN�A� ` �e FL REG#278,Yoonhwak Kim,FL PE 486367 05/14/2020 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracln installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face ofand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,o,,,u,,. truss in conformance with ANSI 1,or for handlin4,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing,indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:ww .alpineitwxom;TPI:www.t inst.org;SBCA:www.sbcindust .corn;ICC: wwwJ=afe.org Orlando FL,32821