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Home My WebLink About22-4814Address: 6285 Bradford Woods Dr ZEPHYRHILLS. FL 33542 IZI Building Valuation: $10,148.80 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $10,151 .80 Total Fees: $136.11 Amount Paid: $136.11 Date Paid: 11/9/2022 9:46:42AM BAR-004814-2022 Issue Date: 11/09/2022 6285 Bradford Woods Drive Contractor: FLORIDA CUSTOM CONTRACTING INC V 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 subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ec� • R SIGNATURE PEPIT OFFICElf I P 'I F IN 6 ONTHS WITHOUT APPROVED INSPECTION I: Offie MON." 2 0 ki I 813-780-002U City of Zephyrhills Permit Application Fax-813-780-0021 Building Department C111 1 2 Date Received Phone Contact for Permittini 1( C,), ( It t It It I I a I I its W a x I a V * 9 V R Owner's Name LL��, Or Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # �� 5 0 q SUBDIVISION PARCEL 1D#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW "NITI1 ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK O FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE W0431j} Y A SCIFOOTAGE HEIGHT k BUILDINGUILDING $ g VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R,E,C. =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS I VALUATION OF MECHANICA64NSTAL TIOV_1 �41 SPECIALTY = OTHER I - FLOOD ZONE AREA =YES NO BUILDER COMPANY rn SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address Tal License# ICRC 13 J ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN LLLN_j Address License# PLUMBER COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN I YIN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_ILN J Address I License# OTHER COMPANY SIGNATURE REGISTERED L_X_LN _J FEE CURREN L_YLN_j Address License# 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 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, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500; a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-O02o City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. [Mills Commission Name of Notary typed, printed or stamped before"this Who is/are enrssnar tiq-known to me or ha0ave produced HiRLEYJ. WALTy Publie •State of Floridammission#HHt32443f�m,ExpiresSep6,2025ugh E2E2d National fdotary Assn. DESIGN CRI TERIA: CONTRACTOR: FLORIDA CUSTOM CONTRACTING Applicable Codes, Regulation and Standards 1. The Florida Building Code 7th Edition 2020. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 on Specifications for Aluminum Structures, Part I —A and I—B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D. C., 2020 Edition 3. ASCE 7-16. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category I . 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609,3 and Table 1609.3.1 Equivalent Basic Wind Speed: 140MPH V—ultimate Exposure Category, Paragraph 1609.4.3, C J. Building Category for Aluminum Structures, FBC 7th Edition R301.2.1.1.1 Sunroom Category I OR 2. Following Loads were used to DesfgnlCk This Pool Cage: 1. Dead Load of 5 PSF (Which is on Higher Side) 2. Live Load of 5 PSF (Which is on Higher Side) 3, Wind Load of 140 MPH as per ASCE 7-16 4. Load Combinations as per FBC 2020 7TH EDITION 5. Live loads for primary structual members 300 lb. - R2002.4 Building 6. Live loads for roof purlins 200 lb - R2002.4 Building Specifications The following specifications are applicable to this project: I. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners ore required to be SAE Grade 2 or better zinc plated. 3. #10 screws 6" from ends and 24" center to center, 4. Door location shall be determined by contractor in the field. 5 All Screen — T}pe 18x14 (TYP.) WIND ZONE FOR MANSARD BEAMS @ 140mph VULT VULT - (Ultimate Design Wind Speed) SelfMoting Beams Gouge Span SupportSpocing 2X4(SUB) 0.044 Up to 14'- 8 Up to 8' 2X5(sme) 0.050 Up to 18'-2" Up to 8' 2X6(SmR) 0.060 Up to 25'- 4 Up to 8' 2X7(SmB) 0.060 Up to 28- 4 Up to 8' 2X8(SmB) 10.080 Up to 35'- 6 Up to 8' I 2X9(SmB) 10. OBO I Up to 39'- 4 —8J Up 1 WIND ZONE FOR METAL COLUMNS 0 140mph VULT VULT - (Ultimate Design Wind Speed) SeltMoting/Hollow Gouge Column Height Range 2X4 0.050 Up to 10'-4" 2X5 0.050 Up to 12'-B" 2X6(swe) 0.055 Up to 16'-5" 2X7(sme) 0.062 Up to 19'-8" 2X8(suB) 10.072 Up to 23'-6 WIND ZONE FOR PURLINS AND RAILS @ 140mph VULT VULT - (Ultimate Design Wind Speed) Hollow Sections Gouge Span 2X2 O. 044 Up to 7'- 15';' 2X3 0.045 Up to 9'- 1 " 2X4 0,050 Up to 10'-4" 2X5 0.050 Up to 12'-8" EXACT SCREEN DOOR LOCATION MAY VARY AND TBD IN FIELD HOUSE as4ml.k. Ls v� L V 5" SUPER GUTTER '0' 2x2 2x6 TYP. 2x2 2x2 i W -3 3' F D' 3 X3 7'- 3 2x5 2x2 2x TYP. PROJECT ADDRESS RAM A. GOEL, P.E(#474JI) FLORIDA CUSTOM CONTRACTING SONEY FM LLC, CA#9746 9515 N TRASK ST CORY LAKE PROFESSIONAL CENTER LAUZIER TAMPA, FL 33624 10329 CROSSCREEK BLVD. STE P 6285 BRADFORD WOODS DR 813-908-8331 TAMPA, FL 33647 ZEPHYRHILLS, FL 33542 Ph,# 715-781-1822 PASCO COUNTY EXACT SCREEN DOOR LOCATION MAY VARY AND TBD IN FIELD M 3' R E- V i W pjflCT 03 2o22 CITY 0- zj=p, HV PLAN EXAIRAINNE-1 WITH p9.'r--VAHJh4G 'y"Ap Y'q �,NORK SHALL -11rOEr'I HEREBY CERTIFY THAT I HAVE REVIEWED gm BUILDRJIG G-L AND SUPERVISED THE ATTACHED DESIGN IN 0 RIC, C 8: F L 0 0 10 E, AND FOUND IT TO BE IN COMPLIANCE WITH C)17 Zc- 'j,� i THE FBC 2020 RESIDENTIAL 7th EDITION AN Or,"") vfi mNCES 4 el, RAM A. GOEL, RE 7 31 SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER F 10329 CROSS CREEK BLVD. STE P A TAMPA, FL 53647 PL Ph.# 715-781-1822 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS SELF MATING (SMB) 2X2:2 "X2 "XO, 04 4 2X4 SMB: 2 "X4 "XO. 04 4 "XO. 100 " 2X3:2 "X,3 "XO. 050 2X5 SMB: 2 "X5 "XO. 050 "XO. 100 " 2X4:2"X4"X0,05O" 2X6 SMB: 2 "X6 "XO. 055 "XO. 120 " 2X5:2"X5"XO.05O" 2X7 SMB: 2 "X7 "XO. 05 7X0. 120 " 2X8 SMB: 2 "X8 "XO. 0 72 "XO, 124 " OPEN BA CK SECTIONS 2X9 SMB: 2 "X 7 0 XO. 092 "XO. 398 IX2: 1: X2 "XO. 040 IX3: I "X2 "XO. 045 SNAP SECTIONS ALUMINUM MEMBERS SHALL BE 2X2 Snap: 2"x2"xO.045" NOT LESS THAT 0.040 INCHES 2x3 Snap: 2"x3"xO.050 (1 mm) THICK — FBC 2020 2x4 Snap: 2"x4"xO.045" 7TH EDITION 2002.3.1 BUILDING WIND PRESSURES: FROM TABLE 2002.4 FBC EXPOSURE B: HORIZONTAL (WINDWARD) 27PSF HORIZONTAL (LEEWARD) 21PSF VERTICAL (SCREEN SURFACE) 8PSF VERTICAL (SOLID SURFACE) 23PSF EXPOSURE C: HORIZONTAL (WINDWARD) 38PSF HORIZONTAL (LEEWARD) 29PSF VERTICAL (SCREEN SURFACE) 1 1PSF VERTICAL (SOLID SURFACE) 32PSF ?)-flO x 314" EACH FACE eq. for Each Lood Bearing ost Connection MIN 4" SLAB 2500 PSI CONC wIFIBERMESH 1 114' IM ANCHOR EA SIDE VIEW 4" < (2� CABLE CONNECTIONS AT FOUNDATION SCALE N. TS, GUSSET DIMENSIONS 118- #10 SMS 1 114 - O.C. SCREWS VARY BASEL 16 X 6 FOR 2x8-2x10 ON SIZE OF BEAM 16 X 4 FOR 2x4-2x7 BUT TO MAINTAIN 1 114- O.C. 2x4 - 2x10 SIZE MAY VARY BEAM 2 RECEIVING CHANNEL W12 41OX314- INTO RECEIVING CHANNEL GIRT EACH SIDE & (3) W12 #IOX314- INTO ,#IOX314- INTO 2 X 3 GIRT EACH SIDE & (3) SELF -MATING BEAM - NOTCH #IOX314- INTO 2 X 3 FOR UPRIGHT *_o w1u1N 314- O.C. #IOX314- GUSSET DETAIL - ' T ' SCALE N.T.S. UPRIGHT TO BEAM CONNECTION DETAIL SLOPED POPLIN CONNECTION DETAIL 77 11 SCALE N. T.S. I I SCALE M T.S. PSI CONC OR FIBERMESH SELF -MATING BEAM SIZE x 4" GUSSET 1/8" THICK RECEIVING CHANNEL 0 0 #10 x 314- TEK WI(2)#10x 314' 9 • 0 2' O.C. INTO EACH FACE 11 � *6 I- x 2- O.B.BASE PLATE I OVERLAP SPICE DETAIL SCALE N.TS. (@ X 2" BASE PL A TE VCHORED CONC. '4- X 2 114- TAPC 4X 24" FRONT VIEW 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS I4X3' S.M.S. THRU FASCIA INTO RAFTER TAILS I OX314 - S. M. S. 10- on center top and bottom (I)-flO X 2- SCREW 24" O.C. (2)-#10- X 2- SCREWS— THRU EXTRUSION 2" WIDE EXTRUDED CUTTER BRACE AT EACH BEAM WI(2)-#B X 314"- I EJ (2)-#10' X 2" SCREWS— THRU EXTRUSION 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM WI(2)-O X 314"- I 71 (I)-/10 X 2" 'SCREW 24" O.C. 14 '—NUMBER OF SCREWS V--NUMBER OF SCREWS PATTERN TO VARY PATTERN TO VARY #10X-314" INTO SCREWS TO MAINTAIN 1-114- CIC #1OX314' INTO SCREWS TO MAINTAIN 1-114- CIC RECEIVING CHANNEL RECEIVING CHANNEL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL GUTTER GU TTER BRACE & ANGLED FASCIA BOARD 0 SCALE N.T.S. ATTACHMENT DETAIL SCALE N.T.S. (3) 12X4' S.M.S. WITH WASHER, PER PANEL COMPOSITE ,3XJ" or 4X4' ROO F PANELS COLUMN COLUMN COMPOSITE ROOF HEADER TO FASCIA `ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL7561-R5 - EXP. 121,311 SCALE N. T. S. CON TRA C TOR RAM GOEL, P.E(#47431) SONEY FM LLC, CA#9746 FLORIDA CUSTOM CONTRACTING CORY LAKE PROFESSIONAL CENTER 9515 N TRASK STREET 10329 CROSS CREEK BLVD. STE P TAMPA, FL 33624 TAMPA, FL 33647 813-908-8331 Ph.# 715-781-1822 PROJECT ADDRESS L A UZIER 6285 BRADFORD WOODS DR ZEPHYRHILLS, FL 33542 PASCO COUNTY 3 118-XI 112- X 1/8- BASE WI(2) 113- DIAM. I TAPCONS OR EOUIV POST W. (2) 114" DIAM. 3 112- THRU BOLTS FOR .3X3 OR 4 112- THRU BOLTS FOR 3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE N. T. S. 114- DIAM. BY J 112" THRU BOL 1OX314- S.M,5,10- O.C. INTO GUTTER ALSO INTO CARRY BEAM NO, OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 1 114 - C/C I TO - 3F COLUMN TO BEAM SCALE N. T.S. I HEREBY CER TIF Y THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE FBC 2020 RESIDENTIAL 7th EDITION ___ RAM A. GOEL, P.E 4 4 1 SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BL VD. STE P TAMPA, FL 33647 Ph.# 715- 781-1822 F —A- • HEIGHT MAY VARY BUT MAINTAIN 24' D.C. • lx2 0.8. WALL PLATE • • __ MASONRY WALL — 1/4 x 2 1/4 TAPCDNS. —MOOD FRAME — #10 x 2" SCREW 24" 0. C • FRONT VIEW SIDE VIEW ATTACHMENT TO HOUSE WALL SCALE N. T S. • 1 RECEIVING CHANNEL W/ 2 #10X3/4" INTO BEAM EACH FACE & (3) #1OX314" INTO BEAM DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2x3 PATIO CONNECTION SCALE N.TS, CONTRACTOR FLORIDA CUSTOM CONTRACTING 9515 N TRASK STREET TAMPA, FL 33624 813-908-8331 RAM A. GOEL, P.E. (#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD. STE P TAMPA, FL 33647 Ph.# 715— 781-1822 PROJECT ADDRESS LAUZ/ER 6285 BRADFORD WOODS DR ZEPHYRHILLS, FL 33542 PASCO COUNTY I/ K 0 0 SCREEN DOOR DETAIL SCALE N. T.S. 2 Material 6063J Aluminum Extrusions Main Frame 1" x 2" x .038" wall thickness; hollow serrated extrusions Push Bar 1" x 3" x .09&" vaatl thickness a ah areas at &9Y' to add strength for closure installation Kick Ear 1-1/4" x 1" hollcol extrusion Kick plate ICoilj .624" Thick, installed with svhf o or bronze potpprcpe(erre snap in vinyl Fhn Lcrf— rn White, bronze, dear anodized, ivory, adobe iday) Hardware Standard hardvaare kits, avalfadl. in white, bronze, sifvs,, adobe (clay{, and rdory Available Screen 18/14 Charcoal or gray -- Available Z bar Halt Z, Ful9 Z, and Full-2 Weather Strip, (Standard urith 3 hinges) Standard Nominal 3/0 x 6/8 Actual: 35-5/8' x 75 1/2 Nominal: 2/8 x 6/8 Actual: 31-5/8" x 79-1/2 NorninaC 2/6 x 6/8 Actual: 29-5/8" x 79-1/2 Custom All urdts are ss aikakne in 9 'ai d2esi --- 3" HEADER 16x4" WITH TOP VIEW NED WASHER SIDE VIEW x N k N CARRIER SEAM H3"COMPOS91TE ® ROOF BEAM (SIZE MAY VARY) tZ, ROOF BEAM • (SIZE MAY VARY) 2'x4" — 27x10' 2"x4" — 2"x10" cp (SIZE MAY VARY) a 4+ ® 2"x4" — 2"x10" • U "I 3x2 • • RECEIVING CHANNEL • w/#10x3/4 MAINTAINING 1 1/4" O.C. 2 p" RECEIING CHANNEL U 3x2 NO. OF SCREWS PATTERN TO 7' O.0 VARY BASED ON BEAM SIZE SCREWS TO MAINTAIN 1 1/4" 01C SUPER GurrER "� 4 - 1ER ROOF BEAM TO CARRIER BEAM CONNECTION , 6 SMS PER SCALE Ill /) CONNECT77ON HOUSE WALL : EITHER STUCCO/BLOCK • OR WOODFRAME • • 1/4 x 2 1/4 TAPCDNS TO MAINTAIN 2" D.C. • FOR STUCCO/BLCCK OR • #70 x 2" SCREWS 7" D.C. FOR WOOD DO • NUMBER OF SCREWS PATTERN TO VARY #10X314" INTO SCREWS TO MAINTAIN 1-1/4" G/C RECEIVNG CHANNEL HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL SCALE N.T.S. 0 �/ KNEE WALL DETAIL AT GUTTER SCALE N. T.S. (3) 10X314" S.M. S. . UMN AND PAN ROOF TO LOAD —BEARING WALL FL. PRODUCT APPROVAL FL 10778—R5 EXP 1114/2022 SCALE N.T.S. 3X3" OR 4X4 "—° COLUMN FRONT it • • • ® 110x314 INTO RECEIVING CHANNEL 1 i/4' O/C (2) 1/4' DIAM. BY 4 1/2' THRU BOLTS SIDE VIEW ♦ NO. OF SCREWS 3X3" ♦ PATTERN TO VARY OR 4X4" SCREWS TO MAINTAIN COLUMN • 1 1/4" 0/C • • • BEAM TO 3X3 OR 4X4 COLUMN SCALE N.T.S. 3000 PSI (MIN) 3000 PSI (MIN) WI(1) #5 CONT. g" X 8" W/ (1) #5 CONT. CONTINUOUS FOOTING DETAIL INSTALLED BY POOL COMPANY SCALE N.T.S. ■ I olt Tate Acll01I ti:{I ltAli i ) Ihlviv 1111,.1 ,I,. o,w unN atn xrrl vc; I I A';IIN 01 tut rl nn ., (A) (A) „w»�I J!N [NtI ki11YNN _ rx.l 1 MA N IX INI `IMrvinf ItOi Nllr Mn r uAiavl IAM Anlxv.; Of IM All Iq l IMI II i. i(>1 1It 1 PJI 1N :',(:IN WS MAII I 11A IAI' AI+1 NIAAINIiM NI ()Y 4 `A'R All :4VI Wi1:1N" VAN II N(:illny o11N IY Nft1lMUl1 ItlMI II I2 (51 NSI,i ki 6 n w 11 ir.N>rl t' MM 114� pti 111) [d, 1N" MX4 NJI i Is — :In 6 lq 01 ';Aerigip ❑(Arm'U'VIiti rI XA ! ' YtAVJHi(: NN N i 1 ii ..1 l:lil[Xil1 - `.11AII[d MIN ;:[Ytl — IA IINI cx IA — [x 14 AM'.All :'A'i ltl I t A l i !AI I!Mr) A10 #12 *14 2X4 2 X 4 X le a 7 6 2X5 2X5X16' 9 0 T 2X6 2X 6X 18' 10 9 a 2X7 2X 7X 20' 12 10 9 zxe 2X8X2r 14 12 19 2X9 2X 9X 24' 17 1., 11 2X 9X 310 2X 19X M' 21 16 12 2XW 2X 1DX.- 26 20 14 NAIL "K" GUSSET CONNECTION i SCALE: NTS 2 Xl ANGLE W/ (2)—#10 x 3/4' EACH FACE SELF —MA 77NG Req. for Each Load Bearing _ Post Connection RECEIVING CHANNEL W/(2)#10x 3/4" • ® INTO EACH FACE MIN 4" SLAB 2500 PSI CONC w/FIBERMESN • • 1' x 2" O.B.BASE PLATE PAVERS " :g . I NV Via. r/g' ail, cAt pt�Y70lt EMBt71X¢ T SIDE VIEW 24" O.C. MAX PAVERS— . . 1/4" x 5" TAPCDNS ._p r .'.. �.. .. �. . '>.'8 1" X 2" BASE PLATE ANCHORED CONC. 1/4" X 2 1/4" - TAPCDNS MAX 24" FRONT VIEW 2" X 4" OR LARGER UPRIGHT TO DECK WEAVERS DETAILS SCALE N. T.S. SCREEN ENCLOSURE FLOOR SYSTEM 18' BLOCK STEM WALL �i—#5 DOtk£LED INTO TOOTER �s'o.c .; ..•.r ::: ON 8" WDE x 8" DEEP CONVL7 PONAL CONC TOOTER W/ (1) JS CONT LAP SPLICES MIN. 25" & TIE W/ Will rYP. 0 PERIMETER a" 1 HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE FBC 2020 RESIDENTIAL 7th EDITION 4 RAM A. GOEL, P.E.(#47431) - SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 70329 CROSS CREEK BLVD, STE P TAMPA, FL 33647 A _ 3 Ph. # 715— 781-1822 DETAILS p 12 0 PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 71, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT n 5,750 SO, FT. LIVING, AREA - 1,662 SQ. FT, GARAGE = 463 SO. FT, ENTRY = 25 SQ. FT - LANAI 117 SO, I`T. PATIO p 0 SO. FT. DRIVEWAY = 360 M rT. A/C PAD g M rt WALKWAY 35 SO, FT, IMPERVIOUS - 46% - 2671 SQ. FT, Soo . 3,079 SO. FT, OFF LOT CALCULATIONS RIGHT OF WAY - 391 SQ. FT. DRIVE APRON = 57 SO, FT. PUBLIC S/W 250 SO, FT. Soo = 84 SO, FT. TOTALS AREA = 6,141 SO, FT. DRIVEWAY = 417 SO. FT, SIDEWALK = 285 SO, Ft SOD 3,163 SO, FT, 0 (q 41 ------ 00 �§ � lz 0 164, a, 3 u 4 9. 'e, -N�o PREPARED FOR: X) 'pulte BUILDING SETBACKS FRONT: 20' 0 . REAR: 10' TT S10F: 5' 1, SD F STREET: 15' NOTES: I PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN INC. 2, ELEVATIONS ARE BASED ON NAVD 1988 DATUM THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NUT INTENDED FOR T14E CONSTRUCTION OF THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR OWNER ARE REOUtRED TO VERIFY ALL SETBACKS, BUILDING DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY CONSTRUCTION THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY (-'LI,g I,) N. TF I IIA',I: INC F.I.R.V MAP N6 121OIC0021' VATU,1,;� If' , 10f4 AND I tljtil, THL 'URICC( PROPFRtY APPEARS TO Ul all I , IN 70 f -X- k, 'Ar' 2l)NE C ARP AS OETFRMINrV TO PC (Y l ISfOt THE Q 'l ANNIJn GHANI'l 1`1,000PLAIN IONr --AC-, ARCAt ,,I lHWiNt 1, 10 91, 41CIAt fql I(AZARD AR0S SUSIXCT 10 JJ110ATIOU fir Tl* I% ANNUAL ,IIXIIIC I'LOOD tArENT, DASf Fl-noo TION', DETtRYtNED rf) BE AA nt �,UP'tYOIA MAKCS NO AIR AN I EES A=, T6 THf An(-,',T� lrll`ORVA1101 PI,fk-E CONTACT THE ,AU FtM,A A iENT tbP YLRlrW&TIrqq, BEARING BASIS PWAR,NGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MIND? LIRD WOODS DRIVE BEING NOTOW48"E, PER PLAT. IHH (I 0AI P i REVISED! 2,0 RMS LL 0 ' �,N 82.531 2 p fti '11APHI 0 15 30 S C) � 0 .20 15.-- iv, b u 'C bq LEGEND: BUILDING SETBACK LINE PI POINT OF INTERSECTION PC PONT OF CURVATURE CENTERLINE PT POINT OF TANGENCY RIGHT OF WAY LINE RP RADIUS POINT PRO POINT OF REVERSE CURVATURE PROPOSED ELEVATION PCP PERMANENT CONTROL POINT Typ TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB (P) PER PLAT CONCRETE (r) CALCULATED pe PLAT BOOK A/C AIR CONDITIONER PIGS PAGES S/w SIDEWALK SQ, FT. SQUARE FEET r E.M. A, FEDERAL EMERGENCY MANAGEMENT AGENCY F:I.R.M, FLOW INSURANCE RATE MAP 14AVD NORTH AMERICAN VERTICAL DATUM SSE SANITARY SEVER EASEMENT BE DRAINAGE EASEMENT UE UTILITY EASEMENT SURVEYOR NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 3, NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUT*HENlIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, -e' I ..... I. &MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB06393 'k, 3191 MAGUIRE BOULEVARD, SUITE 200 0111:20201221094%111 MIX) ORLANDO, FLORIDA 32803 . ...... 11,101 FIRM (407) 426-7979 WMV.AMERICANSURVEYlNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DAIL INSTR# 2022214114 OR BK10699 PG3552 P-gel-fi 10/03/2022 10 20 AM Rcpt: 2508793 Rec: 10.00 DS: 0.00 IT: 0.00 SIH Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No, Parcel I D N95 NOTICE W COMMENCEMENT State of r11r1014 County of Y�Scb THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real properly, and In accordance with Chapter 713, Florida Statutes, the following information la provided In thls.Notica of Commencement: 1. Description of Property: Pam®I Identification No, Street Address: 7F(_ a ,S 4, General Description of Improvement Owner Information or Lessee Information If the Lessee contracted for the Improvement: E � LL'�- Name 7-1 TL- Address City state Interest In Property: Name of Fee Simple Titleholder: (if different from Owner listed above) City State Address Cjtq State Contractor's Telephone N..,g/:? qn R— 9 Surety: Amount of Bond: Lender: Telephone No.: State Address City State Lender's Telephone No.; 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Flodda'Statutes: ,Address City State Telephone Number of Designated Person: a. In addition to himself, the owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(7)(b), Florida Statutes, Telephone Number of Person or Entity Designated by Owner, 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date Is epecfflod); WARNINn TO (WVNrR' ANY -PAYMENTS -MADE -.BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT WITH YOUR LENDER OR AN ATTORNEY BEFORE Q9MMtzNGINU WUKK,VN 1`1,l-.t,;UNLrINV TkdUK NU I lUt: Vt' UV1VlMr1'0.,1=Mt:N 1. Under penalty of perjury, I dedara that I have read the foregoing notice cc ano—ement and that tha�, a stated therein are true to the best a, or Ls. a , or Ow "or (�OeqTr Lessee's Authorized of my knowledge and belief, STATE OF FLORIDA COUNTY OF PASCO Sig lures ner or L Officer/Director/Penner/Manager Signatory's Title/Offlca 0he as(type foregolpg inistrumant was acknowledged before r", I this jt�ay Of .-P-v-d a of authority, e.g., officer, trustee, attorney In fact) for (namww +dy T behalf of whom Instrumentwas executed). Personally Known (j QR Produced Identification 0" Type of IdentIfication ProL,D (PWduced II�pS � �5 -7 0 Notary Name (Print) I LORI A. THIESS 11, A T71�171� State of F�[J.Ilda Notary Pubic H 002618 2 M _Jre, My rr,m. may 21, 2024 SS' Ba,d,,d thtcuoh National Ud Z UJ LLJ U. Z 0 0 Z Z) 0 (Q -j < CN :D 0- 5 EE 0 F- UJ (n 0 U-1 0 0 Uj cr LU Z LU LU 0 C) LL >- Su 0 CL < 0 0 Z Uj 0I < 1:3 U- �7- cr a- < 0 Q: Cr u- 2: W j Uj 0 Uj L6 �O 0 0 0 Z UJ (n V) < < Uj _j UJ LU il: Z :D Z -11� C) wpdata/brs/noticacommencemont, Pc053048