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HomeMy WebLinkAbout21-3205BGC-003205-2021 Issue at 12/09/2021 ----------- M�FMZMT, =-, U-MME=- 0,= 0IIllpaMi'Appil ITt f accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEfIT OFFICEU ITHOUT APPROVED INSPECTION 813 780-0020 City of Zephyrhills Permit Application Fox 8113-780 -0021 Building Deptaftnent s� gar "Itfing a as Owner's Name Owner's Address Fee Simple Titleholder Name 0 F_ Fee Simple Titleholder Address L TO 6 veer Phone Numb., veer iihone Number veer Phone Number JOB ADDRESS Lel-12-f—1-mlill LOTS E-1 _j SUBDIVISION i PARCELIDIII 01 16 11 1900 0040 OFERTY TAX NOMClif .D WORKPIROP,-,OISI, NEW CONST 7_1 ADD/ALT DEMOL13; 1 INSTALL PROPOSED USE SFR t COMM i OTHER e. TYPE OF CONSTRUCNON BLOCK f n ME STEEL DESCRIFIX)IN OF WORK BUILDING SrZE SO FOOTAGE HEIGHT BUIL0iNG =ELECTRICAL =PLUMBING =MECHAMC,in VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY = We R,F,C, VALUATION OF MECHANIQAL INSTALLATiON =GAS ROOFINQ E—] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES BUILDER COMPANY SIGNATUPE RECESTERED NO C License# ESOuth Itij 5LECTRICIAN COMPANY SIGNATURE RI:GISTORED Address PLUMBER SIGNATURE COMPANY R'FGrSTERFD E" FFE CIRREn Y,N Address MECHANICAL SIGNATURE compmy E �GlcIERLV T_ Address License # OTHER COMPANY SIGNATURE REGISMRED y I NFEE" CURREN Y/N Address L License 4 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Buildinit Plans: (1) set of Energy Frs­rns:FZ,O_W Permit for new 1shoction, wrifirrium ten (10) worsiml days after suemittal OEW Required on -se, CartsBPtrci#trn Mans, ,5101711W~ Plans W'Sift Fence, instafled, Sanitary Facilities & dUf)Ster; Site Work Permit for subdivisionsilargLpro) rots COMMERCIAL Attoph 12) comptote, I ra Selo of Building ,Phis mu- o Life, safety page: (1) set of7nergy Forns, R-0-W Pertnit for noo, coos Edon Minimum ten i 10) working days after suereltral date. Required onsita, Construction Plans, Stormwater Plans Id' Silt Pence Installed, Sanitary Facilities & 1 durhixstsr, Site Work Permit to,, all new projects, All commercial reclicirements must meet compliance SIGN PERMIT Aftitch(2) sets of Engineered Plane. -'PROPERTY SURVEY required for all NE,,V Fill oulcippricslon, completely, Owner & Contractor sign back of application. notarized If over $2500, a Notice of Commencement is required, JA/C upgrades over $7500) Agent (fear the contractor) or Power of Attorney liar the, owner) armsr, he with netan , Pd letter from reener authorizing same OVER THE COUNTER PERMlTTING c0PY Of contract required) Retests 'if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways. needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF CFFD RESTRICTIONS: The undersigned understands that this permit one be subject to "deed" restrictions" which miy be more restrictive. that) Cuuink regulations, The uniersigned assumes respunli ii iy for ecaplianice win any, applicable deed UNLICeNSED CONTRACTORS AND CONTRACTOR ReSPONSMIJIM& if the owner has hin-wt a contractor or contractors to undertake work, they may be required it) be licensed in accordance with state and ideal regulatioris. If the contractor Is not licensed as required by law, both the owner and coat. emir may he cited lorainisdernermor violation under state law. If the cowler or intended contractor we, uncRodin is to what licensing mor ay apply ' the Intended work, thay are advised to contact the Peace cti County Building Inspeon Division- —Licensing Se , align at 727-841- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the 'contractor Block' of this 800callon for which they will be responsible, If you, as dia owner sign 8$ tile cOutfact0l flat entitled to permitting privileges in Pasco County - TRANSPORTATION IMPACTJUTILITIES IMPACT AND RESOURCE RECOVERY FEES-, The undersigned understands that Transportation impact Fees and Reoourse Recovery Fees may apply to the construction of new builldings, change of use in existing buildings, or expansion of existing buildings, as specified it) Pasco County Ordinance number 89-07 and 90-07. as amended. The undeadfined also understands, that an&, fees, as, may he due, will be identified at the time of Permitting. It is further under stood that Transportation Impact Fees and Resource Recovery Fees must be Paid prior to receiving a"cerifficate of occupancy' or final power release, If the project does not involve a certificate of occupancy or final Power lekidse, the lees most be paid prior lu pefulit issuance. Fuillennuie. It Pasco County writeaiSewer luipact fees are dro„ they must be Paid hinui to Permit Issuance in accordance with appH ble Pasco County ordinances, CONSTRILIC'11014 LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,50L100 or more., I carfify that 1, the appiticask, have been provider! with a copy of the 'Florioa Constructron Lion Low— -Homeowner s Protection Guide' pigged by that Florida Department of Agdcuftme 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'SPOWNER'S AFFIDAVIT., I certify that ail the Information in this application is accurate and that all work will be done in compliance with Oil a ' PPIkotbre 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 Wive regulating construction, County and City codes, zoning regulations, and land davdapmLita 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, Wettand Areas and Environmentally Sensitive Lands, WaterfWasteretatell-Treatment, Southwest Florida Water Management District-Welis, Cypress Bayheads, Welland 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 reelfictionsapply to the use of fill; - Use of fill is not allowed in Flood Zone "V" unless expressly permitted, - If the fill material is to he used in Flood Zone 'A", it I,, understood that to 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 one "N' 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 I,' , 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 air the AGENT FOR THE OWNER, I promise In sees faith ' to infoRd the owner of the permitting concifthma set forth in this affidavit prior w commencing construction. I understand that a separate Permit may be required for electrical work, . plumbing, signs. wells, pools, air torairforring, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a licenses to proceed with the work and hot as authority to violate, cancel, inter, 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 kaired shall become invarid unless the wank authorized by such Permit is commenced within six months of permit issuance. or if work authorized by the pvrrrfi is suspender) or abandoned for a period or six (6) months after the time the work is commenced. An extension may be requested, In writing, corn the Building Official for a perlodrea to exceedulnely, (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 4 FLOMDA JURAT lr`.S. 117,03) OWNER OP AGENT CONTRACTCFI�', Sarrarcube.d and symm to for affirmed) before me this laL fits Of rRE hN affirmem _t)mreme this , 4a by z LL.)z 11,ra- -a FAIh tro.-t _;,ally known to me or has.'have produced slar n me or haFdhave Produced othisation, identification, Public C6 otary Public Coth,misr,lor, rto.-_— Cotntriazion —typed, Name of i4oarry prinfWar eta n ed Narne of Notary typed, printed or stamped 34 ft a Fius#t.. 2 1. Verify {ft) {flush, raceway, or pin) {solid area or letters) I INSTALLER S 2. Select fastener for wall structure. . ......::. ,: _......::>:.: ARK DlS©SWAT( PE 163 SW Midtown PI, Ste 103 .......... {tet€ersj: INSTRUCTIONS 3. Evenly space fasteners over whole sign area. le ?: ..:....;:;:;:......:.;::.:.;.; ::.: :: . .............. < :."... ;:: ;::; .; i?> :' Lake City, Florida 32025 386-754-5419 ..................................................... USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of ref ASCE 7-16 FLPE53915 r Example: "I" a need fasteners " - "H" - "W' - 5 and 1/8" thick plastic may need more fasteners sign may require more fasteners. Ex mp! may n 2 J" 3, 4, , a p y BC 7th Ed 202® Sect 1609 Florida,, { }: =t�Tfff7� instructions and for of At least put one in each corner cements nstallati wiryd y (: ' :% foents iment eamanufa manufacturer's instructions andnufacturer's top and bottom. Folliow faslow tener ode requirements r nstallation. %� f" r3 U::. z:;. 11, Normal hazard to human life; Ill, Substantial hazard to human life; IV, ll Risk Cate o Category E :< CALCULATION: Minimum Number of Fasteners Essential, emergency, critical �N6� 1 .. Evenly Spaced Over Whole Sign t p from ASCE 7 1 g 6 5 1 Risk Basic Wind Speed, Ultimate, mph, f - 6, Fig 2 - A, R' ll; or 14ti ::: Wind Speed Fig.26.5-113, Risk Ill & IV . .' : - ' : ..: ' . Z.: ( Fasteners = Wind Force on Whole Sign Area ( Fastener Allowable Tension) Wind Ex Exposure; C, House size obstructions for > 600 ft; ®, no obstructions > p Minimum Fasteners for Whole Sign Fastener Wall Structure Pull Fastener Installation G .�: ExDosure 5000' .� S Sign Height Above Ground, ft, H; Sign be higher top Use More if Sign Needs it 9 3/8" or 1/2" ThruBolt Structural Wall 200 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut tacker cannot than of wall or 30 . Sign Height 60'. For multiple signs use worst case. e I 7 - �� � t " 17 3/8" or 1/2" ThruBolt Wood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing Seethe overall area surrounding and including all Gross Sigs a Sign Area. / N Al 9 3/8" Lag Shield Concrete 200 3/8" - 16 screw in hole, tap anchor flush. 3/8" -16 screw in hole, tap anchor flush. siandlogos.Area,fteans 9a WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs r tt 11/1/2021 34 3/8" Lag Shield Grout Filled CMU 50 10 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 1/4" Tapcon, min 1.25" embedment, protect from moisture. Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < 3' from surface and > 3' from edge, equals wall wind pressure from ASCE 7-16, Section 30.4. This seat for structural engineering per scope of work (Fasteners only) 81 1/4" Tapcon Grout Filled CMU 21 21 #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. See Table Wind Force on Sign; F = PAsD * Net Sign Area SCOPE OF WORK 43 #12 Wood Screw 5/8" Plywood 40 #12-14 wood screw or SMS into 5/8" OSB or plywood. -71 psf Wind Pressure; PAso = Pull * 0.6 per ASCE 7-16 section 2.4.1 ENGINEERING: Calculation of minimum 10 Timber Screw Wood Framing 170 FastenMaster TimberLOK, 114" thread wood screw 1.25" in wood -118 psf Wind Pressure; P.it = gh,1t*GC ; C&C, ASCE 7-16, Eq 30.3-1 fasteners, ONLY. (See equation) 17 3/8" Toggle Bolt Hallow CMU 100 3/8" Toggler- Snaptoggle BC, toggle anchor - into hollow CMU 84 psf Velocity Pressure; gn,,It= 0.00256*KZ*Kzt*Kd*V1jt; ASCE 7-16, Eq 26A0-1 34 3/8" Toggle Bolt 5/8" plywood 50 3/8" Toggler - Snaptoggle BC, toggle anchor - into 5/8" plywood 0.98 Veloc Pres Expos Coeff; Kz 2.01 *(H/900)^(2/9.5)ExpC, (700&11.5)ExpD; ASCE 7-16, Table 26.10-1 This seal IS NOT: architecture, electric, or 9 1 /2"Sleeve Anchor Concrete 190 1/2" HILT[ HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed -1.4 Ext. Pressure Coeff; GC =-1.4 <60ft -1.8 >60ft Zone 5, 1 112 area, ASCE 7-16, Figure 30.3-1, 30.5-1 structure of sign and wall. 9 1/2"Sleeve Anchor Grout Filled CMU 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 By using this engineering sign installer, 34 3/8" Stud Epoxy Hollow CMU 50 3/8" the rod stud in HIT -SC 16x50 screen tube, in Hollow CMU, Hilti epoxy 0 Int. Pressure Coeff; GC,; = 0, sign flat against wall, ASCE 7-16, Sec 29.3.2 manufacturer, and owner agree to: Topographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >15'; = 2 for corners or edges 1. Select fastener from table based on wall HIT-HY-270, or equal. f 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. structure. 2. Install fasteners per fastener 34 3/8" Stud Epoxy Concrete 50 3/8" the rod stud in Concrete, Hiilti epoxy HIT-HY-270, or equal. 2" embed. manufacturer instructions in locations required Stud Thru Structural Wail 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking FLUSH MOUNT by sign manufacturer; this may mean more Stud Glued Solid Wall Mat'I 25 3/16" in -stud 2lued in solid wall mafl, LIQUID NAILS FUZE -IT, LN-2000 fasteners are required than shown in table. 3. Make sure sign and wall meats building Dodd, IMPORTANT - Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test these sign code, and UL. Verify stated wind (speed, connection strengths. Pull on fastener 2.5 * Allowable Tension. Use tripod, game scale, and hooks. risk, exp, topo), sign (size, area, location on ' wall, max weight), wall (materials and Fit construction). 198112 `$ z a' s F e t PASTED IMAGES, DETAILS, DRAWINGS, AND 24 INS URAN1110E NOTES ON THIS SHEET ARE NOT r ,:;: ENGINEERED OR REVIEWED. ' t} They were pasted in at customer's request to help relate fastener engineering to the job. i. TYPVCAL FACE LIT i Ft.t3sft MOUUTED CHANNEL LETTERS, NT , i t� ..:: WALLSIGM Flat on walS o7iaic 12"'thfek. s . c. . .':: 62; . ", all . _ Iu . . ". 4 4 4 4 4 a iba5 Min F.tmeYS VPintlFmce ' a ." .Y00. et krex sgft UN4 valid for one sign each type at this location.