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Home My WebLink About22-3977BAR-003977-2022---": Issue Date: 05/26/2022 6450 Bradford Woods Dr 04 26 21 0120 00000 0450 Address: 6450 Bradford Woods Dr ZEPHYRHILLS, FL 33542 Phone: (813) 679-4423 Building Valuation: $6,200.00 Electrical Valuation: $1,00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $6,203.00 Total Fees: $106.50 Amount Paid: $106.50 Date Paid: 5/26/2022 11:19:38AM POOL ENCLOSURE ON EXISTING SLAB 684 SCE FT Building Plan Review Fee $35.50 Building Permit Fee Contractor: LIGHTNING ALUMINUM INC <711111- I-) 9 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. Complete Plans, Specifications add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE() PER T EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Recelvec I Phone Contact for Pei Tnitting I a a a It 1, a A W a a a W a a a Owner's Name n A Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS A W A lo LOT # SUBDIVISION O'N PARCEL ID# 2 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F__1 ADDIALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE SFR COMM OTHER u e TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL DESCRIPTION OF WORK LMLkkk 2"0 -,(t%[A01)ii 0'4?-,Y' ""cuk'k WATC- VON' BUILDING SIZE] SQ FOOTAGE HEIGHT k k X r4,& X E X C X I t X k K k t IL k X IE IL k X E X E k X EE K f K X X IE IL X k WE 411 WE It t X W-XXL XXXXIEWLIEWErktt xxluI r-flBUILDING $ VALUATION OF TOTAL CONSTRUC ON YA L =ELECTRICAL AMP SERVICE ROGRESS ENERGY W.R.E.C. =PLUMBING 311 =MECHANICAL $ 1VALUATION OF MECHANICAL INSTALLATION =GAS O ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES N BUILDER COMPANY SIGNATURE REGISTERED FEE CURREN L.1 / N Address License ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I YIN Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LLLN J Address License # MECHANICAL COMPANY REGISTERED Y/N SIGNATURE FEE CURREN Address License # OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN I Y/N 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 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, 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, 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 (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 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 contractors) 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or 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 1, 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, WaterMastewater Treatment. - Southwest Florida Water Management District -Wells, 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 restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'V' 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, poets, 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. I yXill 10 Lem 11111" QMN M V, W -,telrj FLORIDA JURAT (F.S. 117,03) OWNER OR AGENT CONTRACTOR Su W8cni Sub c:ri Mdand swom to (or affifted) before me this by 1)vlyl VU, m-f K� - ie�d is r7ersonally known to me or has/have produced W W is Wh is/are personally known to me or has/have produced n identification. KFNAJYI • as identification. /7 Notary Public Notary Public Commission No--l(2-12-1— Commission No, ,j al _Ca( r, Name of Noted printed or stamped Name of Nortrini typed, printed or stamped 11 y BRITTANYADA"S Notary Public -State Of Fiorrda CommissiOr! # GG 950378 My Commission Expires January 23 h624 P, B AMS Notary lic-State Of Florida Commission Y or # GG 95o378 My Commission Expires I nua y 23, 2024 PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 45, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, PREPARED FOR' BUILDING SETBACKS FRON-c. 20' REAR; 10, SIDE! 51 SIDE STREET. IW ON LOT CALCULATIONS LOT - 5,750 SO. FT LIVING AREA = LUD M FT GARAGE - $24 so, FT. ENTRY 70 $0, FT, LANAI 154 $0, FT, PA'TIO 0 SOFt IRIVEWAY 371 SQFT. A/C PAD 9 SO. FT, WALKWAY 28 SO, FT. IMPERMOUS - 529 - 3GOS SOD OFF LOT CALCULATIONS RIGHT OF WAY = 4DO SO. FT DRIVE APRON - 57 SO, FT. Pustic S/w - 260 SO. Ft SOD - 93 SQFT, TOTAM AREA . 6,150 So. FT. DRIVEWAY = 428 SQ. FT. SIDEWALK SOD - 2,837 SQFE 149 01) NOTES: 1, PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN ING, 2, ELEVATIONS ARE BASED ON NAVD 1988 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED STRUCTURE, THE CONTRACTOR AND/OR OWNER ARE REOUIRED TO VFRtFY All ISFTRAMS AllIMINP LEGEND. SUMNa SETBACK ONE PI POINT Of INTERSECTION PC PONT OF CURVATURE PT POINT OF TANGENCY RIGHT Of WAY LIME. Ap PRO RADIUS P"T POINT Of Rr4M CURVATURE PROPOSED ELEVATION rcr ftWANALENT CONIROL POINT TYP TWW PROPOSED DRAINACE FLOW 05 0014c"M St As CONCRETEc PER PLAT CALCULATED Ps PLAT BOOKER A/C AIR CONOITIW POS FACES S/W SIDEWAU( qn " ._ PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 45, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, 2W 0 PREPARED FOR: BUILDING SETBACKS FRONT- 20' REAR: 10, SIDE' w SIDE STREET: 15' ON LOT CALCULATIONS LOT . 5,750 SQ. FT. LIVING AREA = 1,850 SO, FT. GARAGE = 524 so ' - FT. ENTRY - 70 M FT, LANAI 154- SO, FT, PATIO a SO. FL DRIVEWAY 371 SQFT. A/C PAD 9 SQ. FT. WALKWAY 28 SO, FT IMPERIAOUS = 529MII - 3006 M FT, SOD OFFLOtCALCULATIONS RIGHT OF400 M M DRIVE APRON - 57 f"Uslic, S/W - 250 SOD = 93 SQ. FT, TOTAL3 AREA - 6,150 so, FT. DRIVEWAY SIDEWALK SOD . 2,837 SO. FT 0, W.- LEGEND: I NOTES: BUILDING SETBACK UNE PC PI POINPONT T OF INTERSECTION OF -URVA7URE 1, pROpOSEO ELEVATIONS SHOWN HEREON ARE BASED CENTERUNC PT MUT OF TANGENCY ON Tt4E APPROVED ENGINEERING PLANS PREPARED RXINT OF WAY LINE Rp PRc RAMUS P"IT 09YAWRE BY CORNELISON ENGINEERING & DESIGN INC. PROPOSED ELEVATION PCP 'Flo"UTINUTTONINOL POINT 2, ELEVATIONS ARE BASED ON NAVD 1985 Typ TYPICAL DATM PROPOSED DRAR4&QE FLOW Cs CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES N. CONCRETE PER PLAT CALCULATED ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF, P PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C MR CONOITIMR SIDEWALK m PAGES OVNER ARE REOUIRED To VERIFY Ait 1RFTRA4WR RIAMINM SftY Perrr'It No. Parcal ID No NOTICE OF COMMENCEMENT State 01 -fLo—Z, d-ti, County of THE UNDERSIGNED hereby gives notice that Improvement will be made to pertain real property, and In accordancewith Chapter 713, Florida Statutes, '4z the following information Is provided in this Notice of Commencement � r"X t�rz� 1. Description of Property: Parcel Identification No, fl X, StreetAddra5s: Lp 2. General Description of Improvement CS.Z1 3. Owner Information or Lessee information if the Lessee contracted for the Improvement: "n 4. Address city, 101 �1'1` 0 State Interest in Property: Name of Fee Simple Titleholder: (if different from Owner listed above) Address r contractol-7 Address city State Amount of Bond: Telephone No.: 6, Lender: Name 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 Xa)(7), Florida Statute: Name 'Ad -dress City State Telephone Number of Designated Perron: 8, In addition to himself, the owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(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, butwilf be one year from the date of recording unless a different 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 71113, 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, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalty of perjury, I declare that I have read the foregoin lice of corn that the facts stated therein are true to the beat of my knowledge and belief, STATE OF FLORIDA COUNTY OF PASCO S' f Owner or Lease or We -Authonzed---- -*11-111elli "TiodPartnerlMana or tm;: Signatory's TittlelOffice I � i The foregoing instrument was acknowledged before me this ____�__day of -ZL , '2 by (type of authority, e.g,, officer, trustee, attorney in fac€),',or I (name cat Vy on behalf of w} ra SEru ent was execute y Personally Known [I PE Produced fdenifdn7ja atIo'--- NotarSignature f L; Name Print) /�v Type oftdontification Produced �No L�� EMMA A. KLOSIC<1 t Florida P u b I i c - S t a t e of rCommission st 78 G (3 324 3 Is on Expires p 3 A 7 202 9 GG 324783 MC M,j Commission April 17, 2023 wpdatatbcstnoticecammencemerit_pcO53048 APPLICABLE CODES, REGULATIONS 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 1-13 OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON, D.C., 2020 EDITION, 1 ASCE 7-16 WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 AND TABLE 1604.5; RISK CATEGORY 1 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: 14OMPH V-ULTIMATE EXPOSURE CATEGORY, PARAGRAPH 1609.4,3: C 3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002.6: BUILDING CATEGORY 1. SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 2. PROD. SPEC.# (3" EPS FOAM PANELS): FL#7561-R5 3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED, 4. #10 SCREWS 6' FROM END AND 24' CENTER TO CENTER. 5. FINAL DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. & TYPICAL SCREEN TYPE SHALL BE 18x14x0.013 7. ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS THAN, WHAT IS SHOWN ON THIS PRINT. 7.1. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5) P.O. BOX 290144 TEMPLE TERRACE, FL 33687 a1w, 6231 BLACK DAIRY RD, SEFFNER, FL 33584 586-873-4980 waliffmMU-10rim 0'am-l- I ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS - ---- - I U-0- - -- --- - - -11, 6'-6" 13' -0" 101-0" 7'-2--� in 6'-6- Mm 6'-0" FINAL — LOCATION TBD IN FIELD ALL WORK SHAI W 0 D E S F L 0 R r3 Uji ripn r, OUSE QOD HE, NATIONAL CTRIC CODE, SCALE: 114'= V-G" N D T H E C " -f-y Z E t- P11"i Y R s 0 RI: )4`4, A N C E S 11A Y I o 2p, AV 0 F Z P P-- "�uig N, PLAN EXAMINE"Z c IV' ' 10'-0- - EIur. 400 0 823" 10 do 7) S E- OF 41 *'--.0 loll CRAIGJ I P.E.( 2363) PLAN CONTRACTOR DIMENSIONS 16'x6": 2x8 - 2x 10 16"x4': 2x4 - 2x7 12'x4': 2x4 - 2x5 2'x4' - 2"00' (SIZE MAY VARY) EXTERNAL GUSSET DETAIL SCALE: N.T.S. RECEIVING BEAM CHANNEL W) (2) #10x3/4" INTO EACH FACE & (3) #10x3/4" INTO BEAM #10 SMS 1-1/4" O.C. SCREWS VARY BASED ON BEAM SIZE _\ PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: N.T.S. (2) #10x2' SCREWS THRU EXTRUSION (1) #10x2'SCREW 24'0.C. 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM W/ (2) #8x3/4' 0 0 0 NO. OF SCREWS AND PATTERN #IOX3/4-INTO- 4� RECEIVING CHANNEL TO VARY. SCREWS TO MAINTAIN 1-1/4" CIC GUTTER - BRACE & MATING ELEMENT ATTACHMENT -DETAIL I (I � SCALE: N.T.S. HOLLOW SECTIORS 2X2- 2"X2"XO,044" 2X3: 2"XYXO�050" 2X4: 2"lI M"XO�050" 2X5: 2"ll XFXO�050" 3X3: YXYXO093" 4X8:4"X8" ULTRASCAPE ii2:_17X 2--"-X— 01 _04 lX3- VXYXM45" 2x3 RECEIVING CHANNEL SELF -MATING W/ (2) #10x3/4" INTO BEAM - NOTCH GIRT EACH SIDE & (3) FOR UPRIGHT W/ #10x314' INTO 2x3 MIN. 3/4"O.C. 0 L #10x3/4" __F6 r2. UPRIGHT TO BEAM CONNECTION DETAIL - SCALE: N.T.S. a. BEAM SIZE x 4"GUSSET (' THICK) o 2'O.C. r�_`, OVERLAP SPLICE DETAIL \6 V SCALE: N.T.S. (2) #1Qx2" SCREWS THRU EXTRUSION (1) #1 Ox2- SCREW 24" D.C. 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM �Wl (2) #8x3]4" _ 0 0 0 o NO, OF SCREWS AND PATTERN #1 Ox3/4" INTO TO VARY. SCREWS TO MAINTAIN RECEIVING CHANNEL 1-1/4" CIC 1'-_� GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL 0 �__J) SCALE: N.T.S. #12x3/4'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN >1 1-1/4"0-C. SPACING 4x8 ULTRA SCAPE BEAM SPLICE DETAIL SCALE: N.T.S. 2x3 RECEIVING CHANNEL W/ (2) #10x3/4" INTO GIRT EACH SIDE & (3) #10x3/4" INTO 2x3 UPRIGHT SLOPED PURLIN CONNECTION DETAIL 1�3.ACE N.T.S. a RECEIVING CHANNEL W/ (2) #10x3/4" INTO EACH FACE & (3) #10x3/4' INTO BEAM R.wm DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION SCALE N.T.S. (2) 1/4" CIA x - ------- - #l0x3l4"S.M.S.10'O.C.----___ 3-112" THRU BOLTS INTO GUTTER ALSO INTO CARRY BEAM O NO, OF SCREWS AND PATTERN 0 TO VARY. SCREWS TO MAINTAIN 1-1/4" C/c COMPOSITE TO GUTTER TO BEAM SCALE: N.T.S. TO 3x3 COLUMN TO BEAM (2) ROWS TOP AND RnTTOM MAINTAIN 'O.C. SPACING 4x8 ULTRA SCAPE E SCALE N.TS. EAM TO BEAM BRACKET IIETAiL 1/8" PLATE ON 45' ANGLE (9) #10x3/4"SMS 4 CABLE CONNECTION AT CORNER ,�� ..� SCALE: N.T.S. HOUSE WALL: EITHER STUCCO/BLOCK OR WOOD FRAME 1/4"x2-1/4"TAPCONS TO MAINTAIN 2" O.C. FOR STUCCO/BLOCK OR #10x2'SCREWS 1"O.C. FOR WOOD NO. OF SCREWS AND PATTERN TO VARY. SCREWS TO MAINTAIN 1-1/4" C/C #10x3/4" it RECEIVING CHAN HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL SCALE: N.T.S. LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC. 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 PROJECT ADDRESS 1/8'S.S. CABLE 0 4"SLAB PAIN ---- 0 0 (2) 4"x 2-1/4' TAPCONS 1-1/4" MIN CONCRETE 2500 PSI CONC. ANCHOR EMBEDMENT TYP. ALL WWM OR FIBERMESH CABLE CONNECTIONS AT FOUNDATION 15 1� SCALE: N.T.S. 2500 PSI (MIN) wl (1) #5 CONT. 2500 PSI (MIN) (MIN) 8'x8" w/ (1) #5 CONT. MIN 81 MIN ml. CONTINUOUS FOOTING DETAIL (*(INSTALLED BY OTHERS) SCALE: N.T.S. T z I4"X4" COLUMN 4"X4' #10x 3/4" INTO RECEIVING PLAN COL CHANNEL@ 1-1/4" O/C FRONT 4"(2) 318- DIA, THRU COLUMN BOLTS LENGTH VARIES SIDE 4"X4" COLUMN ROTATED 4X4 COLUMN TO BEAM 23 SCALE NJ.& 3" x. x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) U8_0 Ul 20 U180 L/240 10 17.50 17.50 16.91 15-96 20 30 16.64 15.96 14_06 15.17 14.06 11.21 12.16 8.36 40 13.69 1 12,16 8.36 4.56_ 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 - 6.46 80 7.80 4.56 PRODUCT SPECIFICATION: FL # 7561 -R5 2"x2'xl/8"ANGLE Wl _ll SELF -MATING (2) #1 Ox 314" EACH FACE REQ. -RECEIVING CHANNEL W1 (2) FOR EACH LOAD BEARING #1 Ox 3/4" INTO EACH FACE POST CONNECTION i r-t— I 1"x2"O.B.BASE PLATE MIN. 4" SLAB 2500 PSI GONG. w/ WWM OR 4DIA. TAPCONS FIBERMESH 1-1/4" MIN CONCRETE SIDE VIEW ANCHOR EMBEDMENT TYP. ALL 241" O.C. MAX 1"x2" BASE PLATE ANCHORED GONG. 4" DIA. TAPCONS AT 24" O.C. MAX. 4 DIA, TAPCONS 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW TYP. ALL 2" 4' OR LARGER UPRIGHT TO DECK DETAILS SCALEN.T-S. SCREEN ENCLOSURE 16" BLOCK STEM WALL W/ (1) #5 DOWELED INTO FOOTER @ 6' O.C. GRADE CONT. 8" WIDE x 8" DEEP CONVENTIONAL CONC. FOOTER W/ (1) #5 CONT. LAP SPLICES MIN. 25" & TIE W/ WIRE, TYP, @ PERIMETER &CMUANCHORING DETAIL 26�', SCALE: N.T.S. #10x3"S.M.S. THRU FASCIA INTO RAFTER TAILS, 24" O.C. COMPOSITE (3) #12x4'S.M.S. ROOF PANELS WITH WASHER, PER PANEL #10x 3/4"S.M.S. 10' O.C. TOP AND BOTTOM COLUMN COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL. PRODUCT FL7561-R4 - EXP. 12130/2022 SCALE N.T.S. TAPE OR CAULK EXTERIOR - GAPS, TYP. 4" ---- DIA. TAPCONS AT 24� O.C. MAX. 3' HEADER W/ (2) #1 Ox3/4- INTO 3x3 FACE & (2) #10x3/4" INTO 3" COMPOSITE PANEL @ 12- O.C. 3" COMPOSITE PANEL 3- HEADER W1 (2) #1 Ox314- INTO 3" COMPOSITE PANEL @ 12' O.C. 3' HEADER 1-1/4"MIN CONCRETE MIN. 4' SLAB 2500 PSI ANCHOR EMBEDMENT CONC. w/ WWM OR TYP. ALL FIBERMESH ( �7 3" COMPOSITE WALL DETAIL (Wl 3x3 BEAM) SCALE: N3,S. _F SELF -MATING 2"x2"xl/8'ANGLE W/ #10x 3/4" INTO EACH FACE (2) #10x 3/4" EACH FACE REQ, RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING IL POST CONNECTION r— —l"x2"O.B.BASE PLATE SLAB 250O PSI Ll PAVERS-1 2. MIN — i MIN. 4'SLA 'DIA. TAPCONS GONG, w/ WWM OR 1-1/4" MIN CONCRETE FIBERMESH SIDEVIEW ANCHOR EMBEDMENT 24' OC, MAX TYP, ALL I'x2" BASE PLATE F 17 ANCHORED GONG. k DI _TAPCONS O.C. MAX. 24 14 DIA. TAPCONS 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW TYP. ALL 2-x4OR LARGER UPRIGHT TO DECK wl PAVERS DETAIL SCALE: N.T.S. #1 Ox3/4" INTO RECEIVING CHANNEL TO POST TO MAINTAIN 1-1/4- O.C. #10x3l4" INTO RECEIVING CHANNEL TO CARRIER BEAM 6"x6" POST TO MAINTAIN 1-1/4" O.C. HEIGHT TO VARY, TYP. 2"x2'xl/8" HEAVY ANGLE EA. SIDE Wl (2) TAPCONS EA_ ANGLE (2) - 3/8- DIA. THRU BOLTS 5 7/8"xl 1/2'xl/8"BASE DIA. W/ (6) 113- DIA TAPCONS TAPCONS OR EQUIV. 1-1/4" MIN 4" DIA. TAPCONS, 1-114- MIN CONCRETE SIDEVEW 0 RE 8AsE CMCRETE.ASE CONCRETE ANCHOR ANCHOR EMBEDMENT EMBEDMENT TYP. ALL TYP. ALL r9--,�U6 POST ATTCHMENT DETAIL '21 SCALE N.T.S. #10x3"S.M.S. THRU FASCIA INTO RAFTER TAILS, 24" O.C. COMPOSITE r (3) #10x3/4" ROOF PANELS S.M.S. PER PAN #10x 3/4S.M.S. PER PAN PAN ROOF HEADER TO FASCIA ATTACHMENT 205 AND PAN ROOF TO LOAD -BEARING - WALL SCALE: N.T.S. 3-1/8"xl-1/2"x 1/8'BASE 3'x3" OR 4'x4" COLUMN I W/ (2) 1/4"DIA. TAPCONS I OR EQUIV. POST W/ (2) 3/8- DIA. THRU BOLTS LENGTH VARIES LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 CRAIG I P.E. (#82363) LIGHTNING ENGINEERING LLC, 6231 BLACK DAIRY RD. DIA. TAPCONS SEFFNER, FL 33584 1-1/4" MIN CONCRETE 586-873-4980 ANCHOR EMBEDMENT TYP. ALL r�3x3 OR 4x4 COLUMN TO PAVER OR PATIO ATTACHMENT ',�F.QALE N.T.S. CARRIER ROOF BEAM BEAM (SIZE MAY VARY) (SIZE MAY 2"x4"- Z'xlO'/ VARY) ROOF BEAM 0 2"x4' - 2'x 10' 14A (SIZE MAY 0 Y 0 VARY) 2'x4'- 2NIO" 0 0 RECEIVING CHANNEL W1 #10x3/4' MAINTAINING RECEIVING CHANNEL SIDE VIEW TOP VIEW NOTE -NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE, -SCREWS TO MAINTAIN I 1/4'OG. ROOF BEAM TO CARRIER BEAM CONNECTION SCALE: N,T.S. 3" HEADER #10x4"WITH NEO WASHER 3" COMPOSITE 3Y2 (4) #1 Ox 3/4" S.M.S. PER CONNECTION 18, 3x2 TO.C. (4) #10x 3/4" SUPER S.M.S. PER GUTTER 222 CONNECTION 26 KNEE WALL -TAIL TO GUTTER SCALE: N.T.S. HERNANDEZ 6450 BRADFORD WOODS DR. ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS %J1111811181 0 E. of % 13 STAT A, % 0 R I sk 'ONAI- A-3 CRAIG JASIN, P.E. (#82363) 1 DE I AILS L___ ----I