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HomeMy WebLinkAbout22-3866mWaigm ; BAR-003866-2022 Issue Date: 04 26 21 0120 00000 0320 Name: ELIZABETH & THOMAS SHERMAN Permit Type: Add/Alter (Residential) I Class of Work: Add/Alter Residential Address: 6324 Bradford Woods Dr ZEPHYRHILLS, FL 33542 Phone: (404) 291-0515 Building Valuation: $9,542.00 Electrical Valuation: $1,00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $9,545.00 Total Fees: $131.57 Amount Paid: $131.57 Date Paid: 4/25/2022 1:54:39PM INSTALLATION POOL ENCLOSURE OVER EXISTING DECK 1060 SO FT Building Plan Review Fee 6324 Bradford Woods Drive Contractor: LIGHTNING ALUMINUM INC 71) $87.71 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, Jimr-r" r Cz r- ra wi v rch SIGNATURE IRV Re PEl"IT OFFICEU FaA SKI 1kil � A 1 1,4 F-'i U :1 IT's . N a aso �, Iva $87.71 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, Jimr-r" r Cz r- ra wi v rch SIGNATURE IRV Re PEl"IT OFFICEU FaA SKI 1kil � A 1 1,4 F-'i U :1 IT's . N a aso �, Iva 813-780-0020 City of Zephyrhiils Permit Application Fax-813-780-0021 Building Department Date Received f, \ Phone Contact for Peitting rm1 ttttitaaa t slt Owner's Name P ( ( Owner Phone Number Owner's Address Q ? Owner Phone Number Fee Simple Titleholder Name �mm�^ Owner Phone Number Fee Simple Titleholder Address Aah oafs P-- �1 NEW CONSTR N e INSTALL SFR ADD/ALT REPAIR COMM (OSTAINEO FROM PROPERTY TAX NOTICE) 0 SIGN = DEMOLISH OTHER STEEL O DESCRIPTION OF WORK .mob n @tPVV Q_ftAUIKt Na UC&6trAdLft�44� BUILDING SIZE SQ FOOTAGE f HEIGHT Sn BUILDING $ , VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION f• =GAS ROOFING a SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER --�Wl:Y SIGNATURE�,���REGIS7R:ED �p t GYJ Address x L.. 0 & t� License # S 61 ELECTRICIAN s�� COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address i License #�� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address I License # C MECHANICAL e COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License #®� e� OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN 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 wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Farms. 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 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) Remofs if shingles Sewers Service Upgrades AIC Fences (PlottSurvey/Footage) Driveways -Not over Counter if on public madways..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 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 pen -nit 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 infionnation 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, Weiland 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, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall he 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, OWNER OR AGENT. Subscribed and sv&n to me or has/have pr as identification. Subscribed and to me or me identification. '4fr Notary Public .....Notary Public Commission No f t p Crimmission No, c Name of Notary typed, printed or stamped Name of Notary typed, printed'dr stamped KIANATROCHE MY COMMISSION # HH 096352 EXPIRES: February 23 2025 Bonded Thru Notary Public Underwriters KIANATROCHE N, MY COMMISSION # HH 096352 E)(PIRS: February 23, 2025 Notary Public UndeMitets Bonded Thfu INSTP#2022043579OR BK10556 PG752 fage i of 1 02/21/2022 01:30 PM Rapt: 2419852 Rec ' 10,00 DS: 0,00 IT: 0,00 Nikki Alvarez-Sowles, Esq- Pasco County Clerk & Comptroller Permit No. Parcel to No C) NOTICE OF COMMENCEMENT State of III— County Of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the follawring information is provided in this Notice of Commencement: 1 Description of Property: Parcel Identification No.4,;ru Street Address: \'L\Lcll V, �X- 5; rk-,,' 2, General Description of Improvement j11al 3 Owner Information or Lessee information if the Lessee contracted for the improvement: Address s city ` I State Interest in Property: Name of Fee Simple Titleholder (if differentfromOwner listed above) Address Address Conlractors-TelephoneNo.: 9/3- 996 ' 41i S. Surety: Address Amount ofBond: 6, Lender. City State City Stale City Telephone No.: State - Address City State Lenders Telephone No.: T 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), Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself, the owner designates of - to receive a copy of the Lieri Notice a, provided in Sencri 713LI 3(1)(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 speciledl,. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT r ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. !F YOU INTEND TO OBTAIN RNANCiNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the 'acts stated therein are true to the best of my knowledge and belief, STATE OF FLORIDA COUNTY OF PASCO '� gnaae o4caner or Lessee, or Owner's or Authorized OMrer/DircrlPailrar1Manager The foregoing instrument was acknowledged before me th4day of A bby �A- e.g., officer, trustee, attorney in 'act) for (name qj-party on behalf of whore instrument was executed) Personally Known❑QiR Produced lderitificatjonl�j-- Notary Signature Type NL SICK" T�f rr Gu 6324783 011nllss'on E,p,,i AP, l 17, 2023 wpdataibcsf,tot,cecomrnencemeni_pcOS3048 PLOT PLAN 0ESCRfP-1'ION:(AS FURMSHEID) LOT 32, OAKS Cr PASCO tl AS RECORDED 'N PLAT BOOK 30, PACE(S ) 113-11,8, OF TH- PUSUC RECORCS OP PASCO COUNTY, FLORIDA, 7� 'RES7"l- 30' LAPdojpIo WAY F Im- PT� ON LCT CALCULATICNS LOT 5,750 SO, FT. LIVING AREA 1,850 SO, FT, GARAGE 438 so, F-- P;7 ENTRY 21 SQ. FT, LANAI i54 So,'. PATIO ORI%IEWAY 320 SQ. FT. A/C PAD S SQ, FT, WALKWAY 28 SCII F-1 ;MPERIAOUS 49% 2820 SQ. FT. ro S'930 so. FT, W LOT CA).CULA`N0N$ RIGHT OF WAY 5 00 So. FT ORPrl APRON.57 so, FT' PUBLIC S/W 250 SO. `7 PREPARED FOR: SOD ass SO. F'I� TOTAL AREA SQ. FT. ORIMSWAY 377 so, 77. SIDEWALK Z"R so, F-1 SOD Z'23 so, F-. BUILDING SETBACKS FRONT; 20, FEAR: lo SIDE" 5' SIDE STREET: 15' LEGEND: R POIX7 OF INTORSEC7110N, NOTES: ePUMI SETBACK UIE- PC "T OR clipAl"lluml. pl, , , MT O� TAW4,N CY 1, PROPOSED ELEVATIONS SHOM HEREON ARE BASED CENTEPUNE Rp 'IAPVS PCW ON THE APPROVED MINEERINC PLANS PREPARED R10-T Or WAY I-INE PIK, OQXT OF RVVUM �IJRVAIAE BY CORNELISON ENCVl-r'mNG & DESr.N All -I PCF -DWAM" 40NTRM PONT z ELEVATIONS ARE EASED ON NAYD MIS --O�5 -AK)p'-sED a--vATIoN rl- Tym�-' P; CONCRETE %A9 PRO' -A GRWRAOE,-L`W M PLAT PERK PURPOSES CONCRETE PLAT 34XK �1��tor PLAN IS CALPIqA=- ONLY. -HIS IS NOT INTENDED FOR THE CONSTRUCTION OF PI;S ?ACCS THE PROPOSED STRUCTURE. IHE CONTRACTOR AND/OR A/C AIR SOUARE fl:,- OWNER ARE REQUIRED TO VERIFYVO" ALL SETBACKS, BUILDING S/W AL, FZ-k I-S)CRAL EMERCENCY MANACWEX7 M-,NCY DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY fd.R.K I'LOOO WSUIZANCE RAT£ MAP CONSTRUCTION. N AIAI EW NORTH W C4SSIC0TAMOM VERT04TA- VATUM IESE SAMA� SE i�ASEMEN THIS IS NOT A SURVEY U`IUDRAKAIZ 7Y LASEMM' Ilk TOP O$� WAU THIS IS A PLOT PLAN ONLY es Vom SPWT FLpOD N SvRveyoR NoTts: Cooz I HAVE THE FA�$A. tIA 4, AKD 0 THE vp xppe�� TO UE p y R, 'X' X% 00mm"HOD, To oc T. 74E SURVEYOR HAS NOT ABSTRACT MO THE XRfQ= �*AE, LAND SHOWN HEREON FOR �ASEMENTS, RIGHT Quysm, �� . Z .*. OF AM'S IHIM TO SE PLOW CT M WAY, Or RECORD V041CH TIC', a, Ile in —13AL 0"AMIX ;Lwo T. alse q= I MAY AFFECT 14E TITLE OR USE OF TI4E LAND. Mz"AT3wR W"N"M TO K RPEfaV. THC SURVCM AKCS NO 1 -3 NOT 'VAUD WITHOUT THE AU'DJENTIC WARMTEES AS TV -,It ASC JW0,RMATION. RZASE IC 2. NO UNDERGROkIND IMPROVEMONTS HAVE SUN LOCAL FSM.A. qONT 'CIR LOCATED EXCEPT AS SHOWN - SEARING BASIS: EtEAMW SHOWN HEREON An SASW ON TOE CENTETWNE Of AF ;RAWOAD WOODS 804 W7%48-W, PER PLAT,ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED M EF SURVEYOR AND MAPPER. P,"�D �s u FRIA/ F—= -y I M Fl-7 &MAPPING INC, OP ALITHMZ-TION RLWBn 31� VAC�W- EOULEVARD, PJIK 200 ZZSQZ j A m S W. 8 0 1 E M AN' P%W.A 54.55 DESIGN CRITERW APPLICABLE CODES, REGULATIONS AND STANDARDS 1, THE FLORIIIA'861LDING Son ifk-tbffiot4 mo SPECIFICALLY CHAPTER 16 STRUCTURAL DESK3N, CHAPTER 20 ALUMINUM., AND CHAPTER 23 WOOD. 2. AA AXIS 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 EDU­ION 3. ASCE 7-16. WIND LOADS 11 BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604,5 AND I ABLE 1604,5; CATEGORY 1, 2. BASIC WIND SPEED TABLE, TAKE 16M STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3 AND TABLE 1609,3.1 EQUIVALENT BASIC WIND SPEED: 155MPH V-ULTIMATE EXPOSURE CATEGORY, PARAGRAPH 1,609.4,3: C 3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002.6: BUILDING CATEGORY 1. SPECIFICATIONS THE muovvit4d SPECIFIaATIONS ARE APPLICABLE TO THIS PROjECT: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 2- FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER, ZINC PLATED. 1 #10 SCREWS 6'FROIA END AND 24" CENTER TO CENTER. 4. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. 5, TYPICAL SCREEN TYPE SHALL BE 1,8x14 & ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS THAN, WOWON HAT IS SHN THIS PRINT, 5.1. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5) mommmsm� 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, SHERMAN 6324 BRADFORD WOODS DR. ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS T-0' FINAL DO LOGATIO� TBD 'IN FIE 2x2 2xl 2x3 TYP. 2x8 m HOUSE SCALE: 14' ---- V-0' m T-4' T-4' 2x3 T-yp. 22' -0" 2x5 TYP. m Lo r T 6 =N7 =,;-- k,� -4, LA I -01--Iry MUS N, S, dt APPI /201 LA e-, p-Z A, A N-82363 j 1ATE OF Op,lIAL �\o\,\\ A-1 CRAIG :BASIN: P.E, (#82363) PLAN ffimmmlsffl� GUSSET DIMENSIONS 16'x6': 2x8 - 2x 10 16'x4": 2x4 - 2x7 12"y4' 2x4 - 2x5 2"x4' - 2N 10' fSOE MAY VARY) EX"FER-NAL GIUSSET DETAIL SCAIF N'Ll 5 long= RECEIVING BEAM CHANNEL AU (2) #10A3/4" INTO EACH FACE (3) #10W/4" I hrro BEAM #ICA SAS 1-1/4' O.C. SCREWS VARY BASED ON BEAM SIZE PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE 10S (2) #IDX2- SCREWS THRU EXTRUSION (1) 410xTSCREW 24'0C. 2"WIDE EXTRUDED GUTTER BRACE AT EACH BEAM AV 12) #80/4" 9= 2x3 RECEIVING CHANNEL SELF -MATING AV (2) ftlAAA4" INTO BEAM - NOTCH GIRT EACH SIDE & (3) FOR UPRIGHT W/ #10;VIA" INTO 2W MIN. 3/4'0.C. o #l0x3/4" UPR�GHT To BEAMg CONNECTION RETAIL 2 -, / SCALE N T.S. BEAM SIZE x 4' OUNCE I THICK) #10.314", \ OVERLAP SPLICE RETAIL 6 (2) #I5X2- SCREWS THRU EXTRUSION 11) #1 Ox2' SCREW 24' D.C. 2' WIDE EXTRUDED GUTTER BRACE AT EACH BEAM VA (2) #8x3/4' Oj i 0 #10x3W 0 IN3, TO VARY. SCREWS TO MAINTAIN RECEIVING CHANNEL 1- 114' C/C GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL 9 SCALE - NT S ALUMINUM MEMBER DIMENSIONS HOLLO - W - S - E - CTIONS SELF MATING (SMB) 2X2: 2`2 X"X0,044" 2X4: 2"M"XO,044"X0. 100" 2X3: ZMW� 050" 2X5: 2"X5"XO,050"XO� 100" 2X4- 2"X4"X0,050" 2X6: 2"W'X0.055"XO, 120" 2X51 2"X5'XO,050" 2X7: 2"X7"X0,057"X0, 120" 3X3-3"X3"XO,093" 2X8: 2"X8"XO.072"X0, 124" 4X8: 4"X8" ULTRASCAPE 2X9, 2"X9"X0,0724"X0. 124" 2X101 2"X10"X0.092'X0398" OPEN SACK SECTIONS 1X2: 1X2"X0.040" 1X3-. 1"X3'*X0,045" SNAP SECTIONS RECTIONS 2X2 SNAP: 2"X2"XO.045" 2X3 SNAP: 2"X3"X0,050" 2X4 SNAP2"X4"X0,045" #10OI14`INTO NO, OF SCREWS AND PATTERN RECFIVING CHANNEL. TO VARY. SCREWS TO NIMNTAM 1-114'CIC GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL M ✓ SCALE NT,S #12x314'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4- O.C. SPACING 4x8 ULTRA SC APE BEAM SPLICE DETAiL SCALE N-1-57 HE RECEIVING CHANNEL Af/(2) #10x3/4" INTO GIRT EACH SIDE & (3) #10x314" INTO 2x3 UPRIGHT SLOPED PURLIN CONNECTION DETAIL -3, SCALE N `.A im E RECEIVING CHANNEL AS 12) #10x3/4' INTO EACH FACE & (3) #I0xA4"flNT0 BEAM om 7 DIAGONAL WINDIBINAGE TO BEAM., CONNECTION OR_2,x3 FATII) CONNECTION SCALE H S. r�­­­ --- ifi%­­­1 12)1,'4"DIA.x -A 3-1/2' THRU BOLTS #1001/4" SAILS- 10 ac- INTO GUT-f ER ALSO INTO CARRY BEAM -4 i\Il OF SCREWS AND 1 4. PATTERN 0 TO VARY, SCFREAPS TO MAINTAIN I 114 L C/C ,COMPOSITE TOGUTTER TO BEAM TO 3x3COLLJNIN TO BEAM SCALE, NT-S #1 W3A'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4'O.C, SPACING 4x8-ULTRA SCAPE E SCALE N'S, EMS TO BEAM BRACKET DETAIL 1/8" PLATE ON 45' ANGLE (9) #10x3/4'GAX CABLE CONNECTION AT CORNER 4- ', SCALE A 5 HOUSE WALL: EITHER STUCCO,'BLOCK OR WOOD FRAME 1/4"x2-1/4'TAP CONS TO MAINTAIN 2" OC. FOR STUCCOIBLOCK OR #10x2" SCREWS I" O� C. FOR WOOD NO. OF SCREWS AND PAT -FERN TO VARY. SCREWS 1-0 MAINTAIN 1- 1/4' C/C HOUSE WALL& IMATMG ELEMENT ATTACHMENT -DETAIL „CALF N T S LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 CRAIG JASIN, PT'. (#82363) LIGHTNING ENGINEERING LLC, 6231 BILACK DAIRY RD, SEFFNER, FL 33584 586-873-4980 SHERMAN 6324 BRADFORD WOODS DR. ZEPHYRMLLS, FL 33542 CITY OF ZEPHYRHILLS E J4 "'EN` Z7 No.. 3613/1�1, STATE OF V\ A-2 CRAIG 3ASIN, P.E. (#82363) DETAILS 1f8" S.S, CABLE t 4 s SLR nA[.v j� k " (2) 'A 2-1/4" TAPC ONS i IM" MIN CONCRETE ANCHOR EMBEDMENT TAR 2 QC �3R CC€VC, ALL A/AV"1OR FiBERIAESH r • CABLE CONNECTIONS AT FOUNDATION 'SCALE. N T .i_ 2.500 PSI (MIN) wl (1) #5 CONT (MIN) r { i # 2500 PSI (MIN) 8"x8 wl(1)#TCONT erIN �i CONTINUOUS FOOTING DETtSIL (INSTALLED BY OTHERS) c ,COLUMN t rY ti � f j S #1£tx3/4"INTO- f RECERIING PLAN' CC UMN' ! CHANNEL ! 1.1/4" O/C f (} FRONT )4"X4„ 4 �- (2) 318" DIA. THRU sC{`3LUPAN,f BOLTS .. k..Eh.IGT'H VARIES SIDE 4"X4" COLLIN N { ROTATED /2 3, 4X4 COLUMN TO BEAM w3 SCALE a _„— — — " a — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHATS) NET ALLOWABLE MAXALLOWABLE SPAN (FT) Lt35 17,50 6.64 15.17 13,6 12.22 10,75 ,27 7,80 L112 17.5 1554 96 14,06 12,16 10.26 8.36 46 4,56 L/1 0 16•1,. 14,06 1121 8,36 5,51 2.6 U245 15.96 1 .16 8,36 4,56 .76 — - z':2Ol/8'ANGLEev (2) #10x 3/4" EACH FACE REQ, d ti'E€iTI,'3G T"t-4r3,%TA#c`:I SNi i2} FOR EP"CFt LOAD BEARING #10x 3/4" €P'TO EACH E FACE POST CGNNECTK) # L �--i x2w 0-B.BASE PLATE rE ,• M€A€ 4 SLAB 2500 PSI L ONC v IN f IM O rt Brd TAPCONS FISERVIESH 1.1/4 fide€N CONCRETE ANCHOR 0ABEDMENT SIDE VIEW TfP, ALL MAY. fNT' BASE PLATE ANCHORED CONC. CIA, TAP(`, NS =.`DW TAPCONS AT 24' CLC: ;TAX. n 1-1/4 MIN CONCRETE p ANCHOR EMBEDMENT FRONT AiDA T'YP. ALL ., 2"x4" OR LARGER UPRIGHT To DECK DETA#L S SCREEN ENCLOSURE FLOOR SYSTEM 8" BLOCK STEP. }BALL W/ (1) 5COWELEDINTOFOOTER a O.C, GRADE i CON T. 8 ARDE x 8 DEEP 0 CONVENTIONAL C ONC, PIASTER _ ! Val (1) #5 CON T. LAP 3Pt @CES ",vfIN- 25`&TI 'vWWIRE YP.@ { PERIMETER k - � CCU ANCHORING DETAIL - .% SCALE ^Trc_. #10x 3" S M.S. THRU FASCIA INTO RAFTER TA.ILS.24 O.G. -COMPOSITE _ 3'#1W4 S _ ROOF € ANELS WI H WAS+ER - PER PANEL # 10x 314" S fiA.S, 10" O.C, TOP AND BOTTOM COLUMN COMPOSITE E ROOF HEADER TO FASCIA A.TTAC'HMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL7561-iR4 - EXP. 213IX2£t22 SCALE, ._' S . -.... ..... a 3" HEADER 1,11 12) #1Gx3/4" NTO 3x3 FACE A (2) #18x314" N rO 3'COMPOSITE PANEL 9 12" G.C. 3" COMPOSITE PANE TAPE OR CAULK E.XTERICC, GAPS, TYI " ✓€A APCONS A-). 24 C1 C1F X. I3" HEADER 1-1/4' MIN CONCRETE � MIN, 4 SLAB 2500 PS} ANCHOR EMBEDMENT� C C r T II C R T CP, FIBERIOESH 3" COMPOS TE WALL RETAIL (W/ 3x.k EsEd MI, 27 SCAL E N T S- - -- - Y' HEAR ER W (2) 91 OX314" N O 3" COMPOST T E PANEL Ip 12 O.C,. ©EtMA(INcs CONTRACTOR z'xz°xlr8° Ar«1GL�(i r, � 2) #1ux 3;4" EACH FACE REQ.RECE[}J§PdC CHANNEL 4'F 2) j FOR VkCH LOAD BEARING �� _ � � ` #1C1x " INTO EACH FACE 6 � LIGHTNING ALUMINUM, INC POST CONNECTION f P,O, BOX 290144 a "x2 O.B,BASE PLATE [ 3-1/g 1 ,2"x ii8" B ,SE TEMPLE PLE TERRACE, FL 33687 I W f2} f ' DIA. Ti PCONS PAVERS .. i 3„x3" C)R d,"x4" r '_ &iF Cif? c`nUW[ P 13 6r8 1 f 6 i z er.rd.. i 4 MIN, 4 SLAB 250 k PS I. ., ='CNC.wI INWM OR b...___ _p - - 1-1/4' MIN CONCRETE a cTAdt.2i }8" LIA. T kRi FISERMESH SIDE VIEW ANCHOR EMBEDMENT i BOLTS ENGINEER I ENGTHVARIES TYP. ALL nx a t 1 _ C RAIG ) 1--�- JASILF E. €#i2363 ) I"x2° BASE PLATE ANGPORE"tCNC. LPCfTd;#iENGINEERING LLC. 6239 BLACK DAIRY RD. 7lA, IAfCC1NS a"DIA.TAPCONS EF FNER, FL 33584 n T s ,C AT 24" .C.MAX. 1-914" MIN 1-114" MIN CONCRETE ��; " � ANCHOR EMBEDMENT ANCHOR EMBEDMENT -- TYP, ALL TYP. ALL FRONT PEV 2 x4" OR SLARGER UPRIGHT TO DEC ✓i FACERS DETML �g 3x3 OR kk COLUMN TO PAVER OR PATIO TACHENT PROJECT ADDRESS 4J - - - CALE ! T 3 k t� SCALE N - G _. ' CARRIER ROOF BEAM #I xAI iFIT0 RECEIVING 24 BRADFORD WOODS DR, CHANNEL TO POST TC g BEAM (SIZE MAY VARY} i ZEPHYE2HILLS FL 33542 --MAINTAIN 1-114 O.C. {°kZE MAY 2"x4CAI CITY OF ZERE$ (P €B LS VVRc ROOF BEAM j - 2 ,I {- 2`00` _ #I0AA4 INTO RECE€A/SNC iMZE IS/ i s CHANNEL TO CROMER BEAM 'VARY) K 5 x6" POST TO MAINTAIN 1.14";-C. x4- 2 ,© 2'n HEIGEIT TO t ARY TYS 2'x2"xl/8° HEA Y ANGLE' EA. ° k SIDE W/ (2) TAPC ;NS EA, r =, F j t ANGLE {@� � RECEIVING CHANNEL 3'8° e IA. , P3F,U BOLTS Wf #l0x3l4,' MAINTAINING 2a i (t 114 O C 5 718 xl YIZA118" BASE RECEWING � fr" CDA- ... off (6) 913" G4A fAPCQNs ,.. C CHA.NNE BIDS VIEW TOP VIEW TAPC 3NS j __ �<y C Ft FC9J V, CONCRETE t s}Dt }T t j AN kE E � T { �' 'f TAPC TNS, 1- r4" M(N ( NOTE: thi9Cl-tG'%£ fi„c�ru Fc an,SL C;Uf�CiZE-T fr:, Fa�uGHf3f? t40, OF SCREWS R P/ iTERN TO VARY BASED ON BEAM SIZE, _...._.._ -j EMBEDMENT TY , ALL -SCREWS 10 MAINTA N ^ v4" C t„ EMBEDMENT TYP. ALL L 5x6 POST ATTCHMENT DETAk' ROOF BEAM TO CARRIER BEAM CONNECTION ? sca E Ts - - - _� scALL 14,TS. - - #10x4' WITH # € S.Rd.S. T €R J NED WASHER FASCIA INTO RAFTER + _.._.-- 1x,I S, 24° O.C, 3- HEADED r i �w t - COMPOSI TE (3) #'1Csx3/4' I Z - ROOF PANELS S.M.S. PER PAN 3" CC MPOuiTE 1 392 (4) #1 Ox 3/4" S M.S.PER 1 fflOx 3t4 >.S, PER CONNECTION PAS 3x2 TO.C, ' — COLUMN (4) # 0x 3/4' SUPER Sr'.S. PER GUTCFER C&NECTICIN PAN PROOF HEADER TO FASCIA ATTACHMENT AND PAN ROOF TO LOAD-BEA.RiNG WALL �qG KNc E INAL L DETAIL T O GUTTER F'. N T W_ .. - .. .... GL,#' SCALE N T 3 t((IIItr//,,T a,,E � . IV S,- No 82.363 "e ' i f �, La li % STC}r1 Sjopj Ali— ''1f111ik��A -3 CRAIG JAI " RE. ( 236 3) i € TAIL '