Loading...
HomeMy WebLinkAbout19-21654 • ` CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21654 - BUILDING PERMIT PERMIT INFORMATION ` LOCATION:INFORMATION : Permit Number: 21654 Address: 6597 WAGON TRAIL ST 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: SILVERADO Est. Value: Parcel Number: 05-26-21-0080-00600-0310 Improv. Cost: 8,663.00 OWNER INFORMATION Date Issued: 8/19/2019 Name: PRICE, WILLIAM T & SUSAN J TST Total Fees: 127.50 Address: 6597 WAGON TRAIL ST Amount Paid: 127.50 ZEPHYRHILLS,FL 33541 Date Paid: 8/19/2019 Phone: 813-602-8930 Work Desc: CONSTRUCT 8'X 24' SCREEN RM W/ CONCRETE CONTRACTORS APPLICATION FEES RON L ALUMINUM BUILDING FEE 127.50 Cf, Ihs ections Required FOOTER 2 D RO UGH 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. REINSPEC77ON 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. ek�j CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e.13-780-,0020"- -City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received - TT117rrrrTlnrrrr=rrrrrry ,Phone Phone,Contact. for Permitting 613 , (061 Owner's Name + V-O,\ iI,1%qLm 2r% Owner Phone Number tau.?— 41130 Owner's Address Ft -4 kA sur) + F 14 Owner Phone Number zOwner Phone Number- w-0 F JOB ADDRESS LP 5 tvagon 4raA LOT# ;ZJ SUBDIVISION PARCELID91 0 - Q(' 60P C)O(OW'03it (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL R REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK FRAME STEEL DESCRIPTION OF WORK 52fer-f\ Y-EXM fo BUILDING SIZE SO FOOTAGE HEIGHT BUILDING 10 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ 71 AMP SERVICE DUKE ENERGY 0 W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 0/ =GAS ROOFING F-1 SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YESt�Z��% ...oil Hiis BUILDER COMPANY -o n L SIGNATURE REGISTERED (-Y) N FEE CURREN Address J DP- N6\(VW\-\ lb-itf 13-'4) License# F:Scc - as ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN _y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Ly N L_J Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N_J ' FEE CURREN /N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LYLN_J Address License# F HHHH1 HHH!H! 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 wl Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivislons/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I 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. virfisgii................Directions: Fill out appliqption.completely, Owner&Contractor sign back of If over$2500,a Notice,of la,`r'e__quIr'ed. (A/C upgrades over$7500)., ­48rii�y, Wowner)would be someone with n '�W64,4uthorizing same Agent(fot,.the contractor)o rih, OVER THE C6&kiEli:pERMItTI'Nd-'!';,'-;o.',(cop'y of.contract required) ReroofSifshi46S­ i§e Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ _FLORIDA JURAT--(F.S. 117:03 OWNER OR AGEN CONTRACTOR Subscribed and sworn to(or affirmed)be�$re me this Subscribed and sworn to(or affirmed)before me this by i1ri5o 'H��.r� by Who is/are persona-Ty known to me or has/have produced Who is/are personal y known to me or has/have produced as identification. as identification. e.BOGES Notary Publ ublic .sion# 8276467 ; 1 :►+ 4,. JACQUELE::: Commission No. Commission No. -r.j Fain ln:urar:e 665.386.7019 ie;., Expires December 12,2022 b+ oPr Name of Notary tY�pnnted or stamped Name of Notary typed,p This space for use by Clerk of the Circuit Court only. INSTR# 2019135682 $I< 9954 PG 1009 _ 08/12/2019 10:17a, Page 1 of 1 Rcpt: 2080320 Rec: 10.00 DS: 0.00 0.00 NOTICE OF COMMENCEMENT Nikki A 1 varex—Sow 1 es, Esq. Permit Number: Pasco Clerk & Comptroller,ad Inter � Tax Folio No. 05-26-21-0080-00600-0310 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. 1. Legal Description of property(street address required): 6597 WAGON TRAIL ST ZEPHYRHILLS,FL 33541 SILVERADO RANCH SUBDIVISION PHASES 6.8&9A PB 75 PG 075 BLOCK 6 LOT 31 i 2. General description of improvements; Z)(L 2-A r60M wLj6- CoAerd-e- iF 4e T f f 3a. Owner Name: Bill&Susan Price +f Owner Address: 6597 WAGON TRAIL ST ZEPHYRHILLS,FL 33541 j7. A Owner's interest in site: n/a i' 3c. Fee Simple Title holder(of other than owner) Na Address: 4. Contractor Name: Ronald Allen Address: 3122 McIntosh rd Dover FL 33527 Phone: 813-661-7255 I 5. Surety Name: NIA Amount of bond: Address: Phone: 6. Lender Name: NIA Contact: Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes, Name: NIA Address: Phone Number: 8. In addition to himselfy Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name: NIA Address: Phone Number: 9. Expiration date of Notice of Commencement(expiration date is one(1)year from date of recording unless a different date is specified). NIA 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 1.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 FIRST INSPECTION. W YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORD URN CE OF COMMEN � ............. r— AUL UL Comra t im$#G�032. T ag Signature of Owner or Lessee,or Owners or Lessee's Authorized Offieer/DirectortPartnertManager MYIs 0'_ �a L,2 rJ `�3�_ Lt 2-_ -7 -- o `<, Aka i— Signatory's Title/Office STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was aclmowledge before me this d2i day of by %d,%0,M �G2 as for Personally Known OR Produced Identification Type of Identification Produced Signature-Notary Public Under p es perj I declaze that i have read or oirrg and that the facts stated in it are tme to the best of my knowledge and be f. Z41 Signature of atural Person Signing Above (A copy of any bond must be attached at the time of recordation of"Notice of Con mmoement) Updated 29NOV2012 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: S J 1 Permit Type: ��Pl F7. n X24 0)/60yq--" Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment she s all be kept with the permit and/or plans. AUS 12 2019 Kalvin Svtzl6r—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 'BOUNDA,iRY & AS-BUILT SURVEY i DESCRIPTICIN:(AS FURNISHED) LOT 31, BLOCK 6, SILVERADO RANCH SUBDIVISION PHASE 6, 8 & 9A AS RECORDED IN PLAT BOOK 75, PAGE(S) 75-80, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. � f PT I � I I LOT 32 0'¢ BLOCK 6 Z3 I I I I to 0 ; Y 4 n' O—O � 2 !� tg V S87'24 28 E 124.86' I 0 I 1r— 30 GRAPHICSCALE Six 20.5' J I *¢ r,•",.��Ion¢. o I ~ In Q I Y t 80 o d, >� � 4. ~ �r m 4'i :� I o 5<•` �o )W 3 Tp O On¢ ( rI-i ob r t� i J I1�' LLI,, a g I eo n 1 z�y fna: Ia to 0 O W wl S ��3iQ1•'y..>a <3 •n: �' m Q 44.6• T� � O l�rt� N•�!�a,••L N I ��W I 42.5' 3.5'x3 5' 20 6'. :Y •,�:., I I Z�� CP A/C n I� ;[c O CL N 87'24'28"W '24.86' — • -- 3 '0`. v. ?•o. � �. N8T24'2B'W � Z 30.00, Z I I ly V+C4 I O—O' ,+m LOT 3o 83W96 BLOCK 6 a d f7 "g I I I i i PC ADDRESS: 6597 WAGON TRAIL ZEPHRHILLS, FLORIDA 33541 FOR THE BENEFIT AND I EXCLUSIVE USE OF: j DHI TITLE OF FLORIDA, INC. ; DHI MORTGAGE COMPANY LTD. i WILIJAM THOMAS PRICE AND SUSAN JANE STIERWALT PRICE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ; ll8lyCGi�, L/!/ ! i Una Table NO-r•cs. Una III Direction Length 1. AL�ILGGDIREC11ONS AND DISTANCES HAVE BEEN FIELD I Lt I S02'35'32"W 55.00' VERIFIED, INCONSISTENCIES HAVE BEEN!NOTED ON THE i SURVEY, IF ANY. LEGEND: I — CENTERUNE 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND) —— RIGHT Of WAY LINE 'A LB NAIL AND DISC ON 09-10-18, UNLESS OTHERWISE SHOWN. xX DRAINAGE AINAGGEEFLOOW LB 07013 J O FOUND 1/2-IRON ROD AND CAP A/C AIR CONDITIONER LB t701 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN (P) PER PLAT HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS O� 0 CONCRETE Pc POINT of CURVATURE � PCC POINT Of COMPOUND CURVE RECORD WHICH MAY AFFECT THE TITLEI OR USE OF THE ! CBW CONCRETE BLACK WALL PCP PERMANENT CONTROL POINT LAND. CNA CORNER NOT ACCESSIBLE PI POINT OF INTERSECTION CP CONCRETE PADPK PARKER KALON CS CONCRETE SLAB POC POINT ON CURVE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. P/W CONCRETE WALK POL POINT ON LINE EM.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRO POINT OF REVERSE CURVATURE F.I.R.M. FLOOD INSURANCE RATE MAP PRM PERMANENT REFERENCE MONUMENT 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED T r IDENTIFICATION pMPaT SURVEYOR AND MAPPER LICENSED BUSINESS T RECONSTRUCT THE BOUNDARY LINES. Ls LICENSED SURVEYOR SO.FT.SQUARE FEET 6. ELEVATIONS ARE BASED ON PASCO COUNTY BENCHMARK D&UE DRAINAGE&UTILITY EASEMENT S/W SIDEWALK PIE PRIVATE DRAINAGE EASEMENT TIP TYPICAL P 678 , ELEVATION 99.82' NAVD 1988 DATUM. I UE U7IUTY EASEMENT UP UTILITY PAD NAVD NORTH AMERICAN VERTICAL DATUM TP TRANSFORMER PAD FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO288F. I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE DATED SEPTEMBER 26, 2014.AND FOUND THE SUBJECT PROPERTY SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPEARS TO UE IN ZONE'X',AREAS DETERMINED TO BE OUTSIDE THE APPLICABLE"MINIMUM TECHNICAL STANDARDS" SET 0.2%ANNUAL CHANCE FLOOOPLAIN. THE SURVEYOR MAKES NO FORTH BY THE FLORIDA BOARD OF PROFESSIONAL GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE i SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA LOCAL F.E M.A.AGENT FOR VERIFICATION. ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. A5hRFLORIDA STATUTES. BEARING BASIS: Digitaliysigned bylames W BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WAGON � y,su.w i Boleman ++.: TRAIL STREET BEINC S02'35'32W.PER PLAT � n / p /� p �;;.��^1,^;� DN:m=JamesWeoleman, .V 1 1=r�1 1-<-- \I- 9 "•••• 's 4 o=AmerImn5orveying& (FIELD DATE:) 05-15-18 REVISED: .. ;w mapping,on, ---- - S lJ F�\i EY 1 N G m' emall=Jbolemanpasmcorporate. SCALE. 1" 210 FEET '�" ..»~•' rom.r_UG cno APPROVED BY: '� KIAPF>'NG, INC. CER71FICA71ON 09-25-10 JWF CERTIFICATION OF AUTHORIZATION NUMB- 171013 LOT 31,BLK 6 FINAL 09-10-18 SJB 319E MAGUIRE BOULEVARD, SUITE�20p loa NO. #63s3 --- --- Date:2019.09.261034:OR-04'9a' ORLANDO. FLORIDA 32803 FORMBOARD OS-29-18 AAW W 13OL DRnwrl Dr. DSA �(4�07)VEYINGANOMAPPI VP oU b NDARY& AS=BUILT SUR M# 64B5 0 7E PLOT PLAN 11 13 17 KJW VAVW.AMERICAIISUR NG.CO THE AU_ SURVEY IS NOT VAUO•s __1 THE AUTHENTIC EN71C ELECTRONIC SIGNATURE,•ANO - -- - LICENSEDELECIRONIC-5EA1 aFt,A, r^ _ ElORIDA-,pm {- ---- - -i Elm' P P='I M`=,i l N u_ SURVEYOR AND MAPPER --c;a= I Ss NOT s171 MnIr,G! �S6C? La,Orr:an . . t; NOTES: � +��������� DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS: g+',.° COMPOSITE WALL INFORMATION: 1. spans based upon calculations performed by engineer. • Florida Building Code 6th Edition-Building&Residential(2017) , . � 1. foam core panels with aluminum skin. 2. do not exceed spacing between colu`ms (dims shown are •• TABLE 1604.5 • 2. contractor may substitute structural and functional equivalent materials. o.c.) without written approval from engineer. additional 000 Screened Enclosures-Risk Category I Lid 3. product approval information: columns can be added or spacing/spans reduced with no 000 Sun-Rooms/Acrylic Enclosures-Risk Category II , 3.1. manufacturer: elite aluminum corporation adverse affect. •• Figures 1609.3(3)-140 mph windzone(3 second gust) tj[',Z Q >Lu 3.2. category: structural components 3. beam and column sizes can be increased in size with no 00 1609.4.2&.3-Exposure Category C(see pressures below) 1Z O 3.3. subcategory: result of new technology adverse affect to structure. sizes shown ore minimums. •' 2002.3.1-Extruded Aluminum to have a minimum wall thickness of 0.040" o ^�• S 3.4. fi approval no.: fl12225-r4 4. columns and beams should be evenly spaced where •• Table 2002.4 - 3.5. hvhz use: approved(non-living) practical. ••• Structure Loading Pressure(Exposure C): •• 3.6. non hvhz use: approved 5. contractor is allowed to make minor field adjustments to 0000 Horizontal(winward/leeward)=38 PSF/29 PSF % " o 0000 C s account for field conditions. 0000 Vertical(screen/solid)=11 PSF/32 PSF ••0` 6. frame is not designed or intended to be used as safe • Interior Pressure=*4.4 psf(calculated per ASCE 7) ,+++++ MAXIMUM 3" PANEL SPAN: habitation during a storm event. • Concrete to meet requirements of Chapter 4 of FBC-R and Table R402.2 * 111 CORE W/0.024 SKIN = 13.17 FT • Structure designed for use with 20x20 max mesh density TRESSPASS NOTE: • 2002.4-Any 1 ft length of vertical memeber is designed for a 300#vertical load. Owner and/or non—construction Any 1 ft length of horizontal memeber is designed for a 200#vertical load. and/or non—jurisdiction related • Contractor is allowed to use aluminum alloy 6005T5 and 6061T6 =ng a N 2"x2"x.046" HOLLOW 2"x3"x.046" HOLLOW personnel are not allowed in the WEB THICKNESS: 0.046" WEB THICKNESS: 0.046" construction zone until a certificate Za �Ii t FLANGE THICKNESS: 0.046" FLANGE THICKNESS: 0.046" of completion/occupancy has been ° } AREA: 0.4704 SQ.IN. AREA: 0.5976 SQ.IN. issued by the jurisdiction. as8 o I? MOMENT OF INTERIA: MOMENT OF INTERIA: —Ixx = 0.2565 in^4 —Ixx = 0.6873 in^4 —Iyy = 0.3069 in-4 —lyy = 0.4202 in-4 SECTION OF MODULUS: SECTION OF MODULUS: -Sxx = 0.2663 in-3 -Sxx = 0.5041 in-3 —Syy = 0.3069 in"3 —Syy = 0.4228 in-3 RADIUS OF GYRATION: RADIUS OF GYRATION: E —rxx = 07385 in —rxx = 1.0725 in a .� —ryy = 0.8077 in —ryy = 0.8385 in ALL WORK SHALL COMPLY WITH PREVAILING ALLOWABLE Fy: 16.0 kip ALLOWABLE Fy: 17.2 kip CODES FLORIDA BUILDING CODE, 1 w Q Mmax = 3.92 kip—in Mmax = 7.16 kip—in NATIONAL ELECTRIC CODE, "x5"x oso" SMB AND THE CITY OF ZEPHYRHILLS `� r WEB THICKNESS: 0.050" ORDINANCES FLANGE THICKNESS: 0.1310" AREA: 0.9174 SQ.IN. s �C MOMENT OF INTERIA: —Ixx = 3.6435 in-4 REVIEW DAT�AUG 1 '2 2019 —Iyy = 0.5916in^4 SECTION OF MODULUS: CITY OF ZEPHYRHI -Sxx = 1.5103 in'"3 % PLAN EXAMINER —Syy = 0.5917 in^3 RADIUS OF GYRATION: 1a .+aA rr '-" —rxx = 1.9929 in T = 0.8030 in ALLOWABLE Fy: 9.2 kip X x loo composite roaring Co x x Mmax = 13.89 kip—in iv 2"x2" 2ax2" as N Z 24' ---►i 2"x3" 2"x3" 2"x3" 2"x3" ' N N Co 2"x2 2"x2" 2"x2 2"x2" aa,•, 1"x2" 1"x2" 1"x2" 1"x2" SHEET INDEX: s Page — Description H 1 LAYOUT, NOTES T 01 2 to end DETAILS N J 0 2"x3" or 3"x2" 2"x2" 2"x2" o ,A• 'o •• b oz°All V •, ' °¢o'W (1) #1Ox TEK EA. SIDE TO hinge points RLH + RADIUS SNAP FASTEN RADIUS SNAP TO RLH •. �� O X X a OR 2x5 0.05 SM (TOP AND BOTTOM) t chair rail : ______ °v chair rail chair rail SIDE OF COLUMN FASTENED cv 2"x2» SMS x (EACH ANGLE/EACH SIDE) ►►► ► �' ]Ll. H Door Detail — Option 1 1x2 Door Detail — Option 2 ;,t .. . „ Centered between Columns Door Adjacent to Column 1" (MIN.) aos=wir r o Door Notes: :;''' 1.Number of Hinges: min. 3 points _ „ •°• •"•. 1"x1—J" MIN. MASONRY ANCHOR TO �a € z g o 2.Hinge Locations: MIN - •-••.=• FASTEN 2" WIDE 1x2xh ANGLE TO SLAB. °12. iT m 2.1.Top & Bottom — 8" to 18" from end of door ( ) MIN. (2) #10x " ON BACK OF COLUMN P Z 2.2.Remaining to be evenly spaced between Top and Bottom hinges 2.3.Hinges can be installed on either side of door, field locate a 3.Fasteners: a 3.1.#10x " screws 3.2.Min. 3 each to attach hinges to structure.and door 4.Door to swing ourward unless noted otherwise 5.Left or Right swing does not alter structural a E integrity of cage or door Q PURLIN 2x3 SPECIAL ' jQ J"x3" TAPCON OR EQUIVALENT ; ^y bA ANCHOR SPACING: $� • ONE ON EACH SIDE OF COLUMN MAX. 6" FROM COLUMN I • SPACED EVERY 24" O.C. BETWEEN COLUMNS 3� 2"x2"x.0.125" ANGLE EACH COLUMN CONNECTION DETAIL — elevation SIDE OF COLUMN FASTENED WITH (2) #10x " SMS BEAM SUPPORTING COLUMN :' . �... (EACH ANGLE/EACH SIDE) 2"x2"x.0.125" ANGLE EACH Length of Anchor: SIDE OF COLUMN FASTENED (base channel) (embedment) (paver) WITH (2) #10x " SMS B.C. Thickness + 2" + Paver Thickness 3/8"X_" TAPCON OR Equivalent (EACH ANGLE/EACH SIDE) (effective 2x5 column) THRU ANGLE AND BASE CHANNEL d EDGE OF SLAB INTO CONCRETE SLAB tJ / I aN RLH + RADIUS SNAP (1) #10x TEK EA. SIDE TO E u. FASTEN RADIUS SNAP TO RLH 1„ ® ��1` ~ . ,`• (TOP AND BOTTOM) p 10xi TEK EA. SIDE TO (MIN.)... •:.�- :..:; » cJ 2x2»x.0.125» (1) #ANGLE EACH 2X2X.a5 � FASTEN RADIUS SNAP TO RLH t J 2- " SIDE OF COLUMN FASTENED (TOP AND BOTTOM) 3 a WITH (2) #10x " SMS (2) #10x TEK TO FASTEN " �� IV W (MIN.) (EACH ANGLE/EACH SIDE) 2x2x.0.125 SMS ANGLE TO COLUMN QQ 3/8"X_ TAPCON OR Equivalent 4)LO p �� THRU ANGLE INTO CONCRETE SLAB \J5 not required for lanai screen—in a d . "x3" TAPCON OR EQUIVALENT COLUMN CONNECTION DETAIL — plan view H COLUMN CONNECTION DETAIL — elevation T PST PURLIN SUPPORTING COLUMN 1 1"x2— "x2" Aluminum clip I attached to post with (2) #10x SMS Purling: Chairrail: :e (2) #10x " SMS (f (2) #1O) MS ZZ0 (one each side) m p (one each side) 2 ) 2s s 1"x2— "x2" Aluminum 4mipj i pQ o oQ oQ oQ 6attached to be = "� 2X_ SMB with (4) #10x; SMS �� ® +�Q�� ecR To Tor/ 4STE W W ° s CHAIRRAIL AND PURLIN CONNECTION (5) #10X34 sMs qLL�Js > tE BCR TO COU 1 m z g N TO POST OR BEAM (5) #1OX3/4 SMs ® BCR TO COLUMN (2) TOP VIEW BCR TO ROOF BEAM #10x3/4 SMS ON 1 (4) #1OX3/4 SMS ON EMCH SIDE OF COLUMN 4 EACH SIDE OF BEAM V� f I-- 2' I- v 0.090" �JII -`- FIIaSHED GRADE NEW CO CRETE SCAB •� . ) ! i Lj FRONT VIEW v W NOTES: SIDE VIEW 0.185" 1. Bracket is designed to comply with th Aluminum W MIN Design Manual 2015 and ASM 35 2. See plan sheet I for allow requirements. 1.875" — ay,b REINFORCING STEEL OPTIONS: • 1x #5 BAR (shown) or • 2" #3 BARS RON-L BCR BRACKET SCREEN ROOM/SOLID ROOF STRUCTURE •GUTTER BRACKET AT BEAM POINT ANCHOR TO BUILDING fI •WOOD - #10X3" WOOD SCREWS O 12' c •MASONRY — 1"0X1.5" CONC SCREWS 0 24 O.C. V (4) #tOX�" TEK each side / / boom J'X3' WELDED STEEL EYEBOLT a J / THRU PREPUNCHED SLOT THRU i 4- 1 / HO T / (� #1EACH"END OF 1 NTING BRACKET .�~ V1 2X_ BEAM BRACE AS SHOWN t o�° t'a (8) #1Oxj SMS MIN. ,� O ` rA ® / / + u°fie (1) �" NUT W/J'"STEEL WASH 7•, �� Q Q ® GUTTER ti ad ti m W © ALUMINUM PERIMETER FRAME 7s. 0) N 1/� $ °Fot BRAIDED W REL(1850 LB) cc (4) #10X" TEK eoch side W �y a (3) #10x3' SMS IN 12" - 16" LENGTHS $ fy EACH END OF BRACE AS SHOWN 2X_ GUTTER FACE BEAMS IF MIN._,,/" 0 boom CLEAR HT. OF 7'-0" IS MET. �' 1n,t ` DOUBLE ALUMINUM M o 1/) E. . O O CRIMPS (1w) CARRIER BEAM - GUTTER FACE BEAM - HOST CONNECTIONS = CORNER BRACE I. •• ' ' s f E E BCR TRIANGULAR BRACKET DESIGN FOR CABLE TIE r N 0 1frL! -' L nom; 4 Each #10x2 SMS into r® O S (min) •�•0C internal screw bosses �, o �rrr�iir� MON•ir SUB 2 _ o a =W> -o=W 4 Each #10x2 SUS into SM8 internal screw bosses ® O SUB #12x2 teks through beam into insert. typ as shown a t bE A till Hg 7V Ull I = trim 'wings off clip so that end view sides are flush (only when used E ffi in peak on gable end) U TOP VIEW 4 #tox2 SUSinto ® internal screw bosses � �> U s O SIDE VIEW aN SIDE VIEW FRONT VIEW E L LL �f- ai fmn 7screws will be concealed by SM8 ■� C C Q trim 'wings' off clip so that sides pt i J are flush SUB ''� �. ■ O ® O O adn m Q O 0 O � N O O O O /,2x2 teb through boom into insert.try a:ahorrn SIDE VIEW O O O � s H E end gable T RU RON L CLIPS detail o il 'S hg COMPOSITE ROOF INFORMATION: MAXIMUM 3" PANEL SPAN: > - 4 è4,,"f1 METAL/PAN ROOF INFORMATION: 1. foam core panels with aluminum skin. s �••• 1 1# CORE W/O.O24 SKIN 13.17 FT 1. fasten panels to the top aluminum beam(s)with#10x1"long tek screws at 2. fasten eps panels to the top aluminum beam(s)with#10x4'long tek . • o$ 12"centers along all bearing edges. screws at 12"centers along all bearing edges. y �� 2. minimum roof pitch to be "rise/fall per foot of run r~�q Ce 3. minimum roof pitch to be rise/fall per foot of run N 3. contractor may substitute structural and functional equivalent materials. 4. contractor may substitute structural and functional equivalent materials. ii "� 4. product approval information: 5. product approval Information: 4.1. manufacturer. metals use 5.1. manufacturer: elite aluminum corporation q b v� 4.2. category: roofing 5.2. category: roofing PLACE (2) #12X3/4' JI 4.3. subcategory: metal roofing 5.3. subcategory: metal roofing SMS EACH SIDE - � a • 4.4. fl approval no.: fl1t3464.1 5.4. fl approval no.: fl7561-r4 POST y •••'• LL 4.6. non hvhz use: approved 4.5. hvhz use: approved(non-living) w ul 5.5. hvhz use: approved(non-living) }"x3" TAPCON OR W 'B 5.6. non hvhz use: approved EQUIVALENT MIN. TWO PER POST l o r i r i` <ww o no POST BRACKET y W' glllllz ?« PO TO SLAB CONK TION 3 o d z dII (alternate) g ¢ R sa ii roofing system 6� gg foam core or metal roofing 0 m install 2"x2" stitched 24" c.c. for first 3 ft <�Sa" a from end (zone 2 pan roofing only) use #10x1.5" 2x beam assembly "O through bolts with 2x beam assembly g COMPOSITE ROOF CAP STRIP TO BE FASTENED washers and vinyl nuts WITH #10 X 1/4" SMS ® 24" O.C. MAX. (TYP) 10 X (PANEL THICKNESS +1") S.M.S. W/ 1/4" X 1 1/2" S.S. NEOPR. WASHER 0 12" O.C. MAX. �� , (pan roof to be fastened ® 4" o.c. max) C NOTES: ROOF PANEL ROOF PANEL ≤ •bp 1. FASTEN PANELS TO THE TOP ALUMINUM BEAM(S)WITH A MIN.OF FOUR#12X1" "4LONG TEK SCREWS ACROSS THE PAN OR AT 12"CENTERS ALONG ALL BEARING 1.5X2.125XO.045 - RECEIVING CHANNEL �w� POINTS ALONG THE PAN,OR PER MANUFACTURER RECOMMENDED METHODS 2"x3" or "x4" ON BOTTOM SIDE OF BEAM. PLACE (3) 2X2 O 3 (USE MOST STRINGENT) #10X3/4" SMS ON EACH SIDE OF CHANNEL �t s 2. THIS STRUCTURE IS NOT DESIGNED FOR SAFE HABITATION DURING STORM 7 AND (3) INTO BOTTOM SIDE OF BEAM V EVENTS ' pan roof option O^ tx av roof 2x boom assembly ROOF PANEL TO EDGE BEAM AND C.) EDGE BEAM TO POST CONNECTION 4x4x0.125 poet — J emsc _ d PANEL ROOF TO PANEL BEAM CONNECTION = A saw cut}"into t f1 stucco finish apply "ribbon of geoseal a y— d O #8 X A"TEK SCREWS ON BOTH SIDES AT 8"O.C. N Q Existing Structure flashing(for tie Into masonry wall only) parking surface 6 deep x 15"wide concrete footer PANEL 3" 4" or 10' 1 tooted rebor 1-1/2 f— ANCHOR TO BUILDING "WOOD-#10X2"WOOD SCREWS AT 12"O.C. 'MASONRY-}X 1-1/2"CONCRETE SCREWS AT 24"O.C. g H E "C"CHANNEL FOR COMPOSITE PANELS(ROOF TO HOST) T R1 N 0