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Home My WebLink About22-44795335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 "A" 'RE Ili I'llf P1 'Wa 113M �110111 I M"N'S99PEWN Issue Date: 08/19/2022 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. 1! 1 1 1! 1!! 1 1111 II!IIIJIII IIIFITIT�i t 1111111111111111111111 111 Jill 1111111 1111 accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFOR .0. 40'NJTTOR SIGNATURE FIE IT OFFICE PERIJill EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER if ate-lap-Go2r City of Zephymills Permit Application Fax-813-780-0021 Building Department Date Received F'hoete Contact for Permitting Owner's Nxmeibx� ��1y�'p,.`»a,_. g,,.� Omer Phone Number Qwne*'s Address ~�� k r t Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I N ..__ JOB ADDRESSA$'t� ' a I{� �� i.Qi# SUBDIViSiON {/ j PARCEL (OBTAINED FROM PROPERTY TAX NOFlGE} WORK PROPOSED NEW CONSTR F--j ADD(AI_T SIGN DEMOLISH � INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION FLOCK FRAME STEEL DESCRIPTION OF uvosaoc t®�� t��tt Db m _ f?� _ Y f L _ .j �ry BUlLL3ING SdZE _ ] SO FOOTAGE L P k= 0 HEIGHT S._ __; JILDING VALUATION OF TOTAL. CONSTRUCTION _ jEi_ECTRiCAI .� AMP SERVICE � PROGF?ESSc`NERGY � VV'.F2.E.G. =PLUM!BING $ I^1FCHANIC;AI_ $ VALUATION OF MECHANICAL INSTALLATION e, ROOFING 0 SPECIALTY = OTHER i FINISHED FLOOR Ft.Etlri'fiONS j FLOtIL? ZONE AREA =YES NO W" ! ," BUILDER COMPANY SIGNATURE E rt :Sr RED Y h rCE R FN YIN n Andress L.,._.C__....._.. d°,,....._, �? �L4 A t?JD License# ELECTRICIAN COMPANY SIGNATURE � _ rxecrsrERec Y i N ree cuRReN� YY Address License # PLUMBER COMPANY j SIGNATURE REoIarRReo Y t N FEE coR EN Y t N�� Address License #� MECHANICAL _ 1 COMPANY -; SIGNATURE �- , ___.....�__.. � r -C srEREo Y l N �EF cuRlll 1 N Address ...___.__._..._._...._.___.._...._._._ _.___._..,_...._.._.— _____� License # i�._.___..�..�..._. _..._) OTHER_ COMPANY �. _ SIGNATURE y� � � REeisTERED Y l N � nee cuRREN Y / N Address I License# RESIDENTIAL Attach 02 Plot Plans; (2) sets of Building Plans; (I) set of Energy Forms; R-O-W Permit for new construction, Minin7um ten (10) working days after submittal date_ Required onsite, Construction Plans, Siormwater Plans a' Sift Fence installed, Sanitary Facilities & 1 dumoster; Site'Work Permit for suddivisionsltarge projects COMMERCIAL Attach (2) complete sets of Bulldkrg 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, Stonnwater Plans w/ Silt Fence installed, Sanitary Fatclities & 1 dumpster. Site'Nork i'ermit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans_ —PROPL' RTY SURVEY" required for all NEIN construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AiC. upgrades over $7500) Alter" (poi, fho coMuacto,) or Power of Attorney (for the owner) would be someone with notarized latter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract. requlrerfl Rerecis # n;nglcs Sewers Service lip, Mies A1G Fvnces (?'Iot?Survey=6F, otaga) OrNow,rays idot over Counter It on public roadwaya.,ne�da ROW 81 3J80-0020 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 co,riphance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner he,, hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state arid local regulations. if the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation understate 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, lie 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 red r ,cation 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 Feb., 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 issuarce 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'SIOWNER'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, Welland 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 "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 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 JURAJ(F.S. 11703) OWNER OR AGENT_ CONTRACTOR Sub, r ed and scorn to {or a red_1 afore me this sliNd �dsworn to affirined) before this Sub 11 sworn __by 4tfta 7 r s b in a d8 y WJh. �s 11"a le, personally n a I I y nown to me or has/have produced —J�pe a t- .as identification. ----Notary Public ---.-Notary Public Commission Commission No— y -I Name VIN(fkry ypod*[�Ffii1.0 Name 6XQ(6frary fypea, printed ar stamped RIT —�Y—A 17 NYADAMS M' "ney pi�, v,, BRITTANY AD blic-StrItO of Florida 'Notary to Randal COMMission Notary Public -State of Florida GG 9601,7 Commission # GG 950378 8 44 k4y COMMissiOn Expires p r a 4 January 23, 2024 !�o My Commission Expires January 23, 2024 NS T R#202211036BOR BK1 0615 Pcz 1145 page,, oft 05!', 7,2022 09:49 AN', Rcpt: 2456906 Rec. 111..t CIS: 0.`?Q i is 9.90 Nll,l<i Alvarez-Sowles, Esq., Pasco County Clerk & Coniptroiler NOTICE OF COIAN#F_NCEMENT 7 �fi n a peoMd 6e%i#t;aNe t,a� C,eFr: sr 'c;net,t; Inv .su< € Gity Stale y(£„'r?ferent ft'oVt Owner loted above;) # C city 'Sraio State 1. aufet': __...._ _. .... ._._.�.s.... _..._. tl arna @.7r _... _..-..__"_-____.._._._....... _.-..-._...._.. CRY ....�..__...�.... ... eta€0 C,ky Stale c' cns k t . Siste of FIlIlde dosigiWes by ula owner upon, wham noG'cas or other documents may be swell as provided by F','arid t Stztukoa: City rF Oi (l xy _2 ?f i� `j' .BGt p@.•a t_ ....._.__. ...._..____ .,�.„�_.._.».u..,„._. __..�..._....-„„�_ adaE.4r to � mool.; lba c d sfc�nsE _._.__......„....._... e`}f to r€aeiva s ropy oMe'Ualcte3 Notrce as prsaided m Saosoh 713.i't(i)th), Fiat.da StsWEe?, NUrrbeW d d e a x., 'EnZpy Dasl2r.ata b a Etta owpife,ion date may, not be bafsrs the complation of mattuodan and ,t ral paymtant ka thq wlllLa a yaar :rom. the date tfataas a dilfsrant date la spfeti adr _ s N Nv xx IOMNER AI& PAYMENTS MADE SY THE OWNER AFTER THE EXPRATION OF THE NOTICE OF COMMENCEME'IT CIONSIDERED ItFRt'PEFl PAY135#d. S UN ER CHAPTER 713, PART!, S50TIOIN 713 Ft.Of21DA STA"UTES. AND CAN t YOUR PAY14> I'6�`IUE FOR tiPRa`VFAk*:.i�TS TO YOUR PRO FRTY A Nf.VC9 OF MME EME#VE MUST SE x 1€ !0 :J t+�`C`" 'l POSTED ON. K OR St o F 8r dE THE FR INSPECTc` N, Y` YOU INTEND Tt ETAIN FINANCING C*ONSULTt rg.{ Y0"'7'n ! vUCon tip. AN ATr£YRN Y'tI F ORe COMM NCIN.i:WCRK OR RECORDING YOUR i ICE OF COMMENCEMENT, 'F=pot 'ur§', t d a n, that f have :1v � ¢n� P'ar aotar� ttq''ce crC ct�nme wttteRt that •�^ ere[n era true to UFrs best of ow Cie att� {� t, t s 5i�r a u. s,o CAvr3er�r Le..._,,.; ci, d€`s er i.esses's Ruthotizsd _ ..._. _..._ aih, a€Hao feast z ff sy in,eee) for p1she of trap _ hn?rt r onivaa ae�,3Yed . �" Pt�t"y P"""" "'U" 0f-t�rlds t€tt#1QI�C 26 pc05MM LOT PLAN OESCRPTION:(AS1 LOT 6. OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGqS) 113-118, OF W PUBUC RIECOWS Of PASCO COUNTY. FLORIDA. P 1 416 $0 FT ENTRY 1 tAW 0 p Fr. PAW0 FT wway a sm FL A/C PAD 9 Y 30 FT,. FT W*ft OF Y 400 SO, Ft 0s % 3 ,r SAY FT. , $MEN sw 2W 2,549 = FT, M FP � � `{ MEMMMEMM 0 ko LEGEND: po R. x PROM" almmm comw Am omemom F ve ��' ��l �,`•'�L�.s,.`il � r;� iced i m A o- HAVE R T am Aa« OF A 111011A uceNsm WKM DESIGN CRITERIA: 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 1-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; RISK CATEGORY 1. 2. BASIC WIND SPEED TABLE, TABLE_f&09 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, PARAGRAJIFH -1609,4.3: C 1 BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002.6: BUILDING CATEGORY 1, 4. MEMBER LIVE LOADS (FBC 2002.4) 4.1. PRIMARY: 300LBS, ROOF PURLINS: 200LBS SPECIFICATIONS THEFOLLOWINGSPECIFICATIONS 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, 6. TYPICAL SCREEN TYPE SHALL BE 18x14xO.O13 7. ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS THAN, WHAT IS SHOWN ON THIS PRINT. 71, (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5) Iflaqv011um 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 LYTTLE 36899 HIGHLAND MEADOWS CT I ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS FWAL DOOR LOCATION TBD IN FIELD m 7'-4' 1 14' -8" 8'- (r T_ 4'- i 10" Im W, w 2x2 TYP- 7'4" 2x3 Typ. 13"' 2x5 Typ_ FINAL DOOR LOCATION TBD IN FIELD ----- ----- AL1111,hCar K VER, L 0 1 N (3 110, E, ONAL AND THE fl`T----! ZfE'lPfl YRHILLS ORDINANCES AU G 10 -v HE_ Ov, A C zz 7 HOUSE 01-" ZEPHYRH.L- SCALE: 114" = T-T In, f j it J4 t4 N 236 ST 0,11 '00 Al 0 ID .... R IS,/ "*"*' A-1 CRAIG JASIN, P.E. (#82363) 1[ PLAN] CONTRACTOR '.GUSSET DIMENSIONS 16"x6": 2x8 - 2x10 16"x4": 2x4 - 2x7 12"x4": 2x4 - 2x5 0 0 0 o i o 0 o` c O O n O O o b 6 O o 0 � o o 2"x4" - 2"x 1 O" (SIZE MAY VARY) �� EXTERNAL GUSSET DETAIL F- �.�' SCALE: N.T.S....__..._._ RECEIVING - -- _- BEAM CHANNEL W/ (2) - #10x3/4" INTO EACH FACE & (3) #10x314" INTO BEAM #10 SMS 1-1/4" O.C. SCREWS VARY BASED ON BEAM SIZE 2x3 RECEIVING CHANNEL SELF -MATING W/ (2) #10x3/4" INTO BEAM - NOTCH GIRT EACH SIDE & (3) FOR UPRIGHT R11 #1£7x3/4" INTO 2x3 ,-'o-0 MIN. 3/4" O.C_ #10x3/4" /' " UPRIGHT TO BEAM CONNECTION DETAIL �.% SCALE: N.T.S..^-�_ BEAM SIZE x 4" GUSSET (8" THICK) 0 0 ° ------- #10x3/4", n 2° O.C. o n W, �y SLOPED PURLIN CONNECTION DETAIL SCALE: N.T.S. RECEIVING CHANNEL Wl(2)#1Gx314°INTO EACH FACE & (3) #10x3/4" INTO BEAM r r" 1/8' PLATE ON 45' ANGLE (9) #14x3/4" SMS �4 CABLE CONNECTION AT CORNER \SCALE: N,T3. HOUSE WALL: EITHER STUCCO/BLOCK OR WOOD FRAME 114"x2-114" TAPCONS TO MAINTAIN 2" O-C, FOR STUCCOJBLOCK OR #10x2" SCREWS 1" O.C, FOR WOOD NO. OF SCREWS AND PATTERN TO VARY. SCREWS TO MAINTAIN 1-114" C/C �PURLIN OR GIRT TO BEAM OR POST DETAIL /" OVERLAP SPLICE DETAIL DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION �� HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL . SCALE. N.T.S. SCALE N.T.S. \„ SCALE: A.T.S. SCALE: N.T,S. (2) 91Dx2" SCREWS THRU EXTRUSION (2) #10x2' SCREWS THRU EXTRUSION - .1 (3) #12x4" S.M.S. WITH -- _ (1) #10x2" SCREW 24" O.C. (1) 91Ox2" SCREW 24" J.C. WASHER PER PANEL OR #12x3/4" TEK SCREWS \, #10x3/4" S.M.S. 10" O.C. (2) 1/4" DIA x ( } 2 ROWS TOP AND 2" WIDE EXTRUDED -j ; 2" W9DE EXTRUDED --i (COMPOSITE PANEL) ` 3_112" BOTTOM MAINTAIN GUTTER BRACE AT ,� GUTTER BRACE AT 'i \ _-OR_ THRU BOLTS 1-1/4" O.C. SPACING EACH BEAM i EACH BEAM i (2) #10x314" S.M3. PER-' `J Wl (2) #8x314"' F rW/(2)4" PAN, MIN, #14x3/4° S.M_S. _ SUPER o �} (PAN ROOF). 10" O.C. INTO TGUTTER CARRY SEAM C ° f-y p ° NO. OF SCREWS AND \ o PATTERN TO VARY. SCREWS #1bx3J4"INTO - ° \ NO. OF SCREWS AND PATTERN ° Na OF SCREWS AND PATTERN ° TO MAINTAIN 1-1/4' RECEIVING CHANNEL TO VARY, SCREWS TO MAINTAIN #1bx3(4" INTO TO VARY, SCREWS TO MAINTAIN ° O.C. 1-114" O.G. RECEIVING CHANNEL 1-1/4" O,C. GUTTER BRACE 4 MATING ELEMEA3T ATTACHME%iT [3ETAIL t' CLUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL j " COMPOSITE OR PAN TO GUTTER TO BEAM TO COLUMN 4x8 CORNER KEY DETAIL ---- — -- ___—_..__._ _.. —. 10 - -- __— _ _ .____.m _ -- ---- ____ __... ---- 11 ` - ---- ----- -- t12 --- - --- — 1\ SCALE:— N.T.S. ''�. SCALE: N.T.S. M T.S. ALUMINUM EMBER DIMENSIONS HOLLOW SECTIONS SELF nAT�5. 2X2~2"X2"X0.044" - 2X4: 2"X4"°X0.044"XIDA00" 2X3: 2"X3"X0.050" 2X5: 2"X5"X0.050°"X0A00" 2X4: 2°"X4°"X0.050" 2X6: 2°"X6"X0,055"X0,120" 2X5: 2"X5"X0,050" 2X7: 2"X7"X0.057"X0.120" 3X3: 3"X3"X0.093" 2X8: 2 `X&'X0.072"X0.124" 4X8: 4 "X8" ULT SCAPE 2X9: 2 "X9"X0.072"X0.124" 2X 10. 2°"X 10"X0.092"X0. 398" OPEN SACK SECTIONS 1 : 1"X2"X0.040" 1 X3. 1 "X3"°X0.045" DOOR KICK PLATE 8"-14", 0.024" MIN THK, SLAP SECTIONS 2X2 SNAP: 2"X2"X0.045" 2X3 SNAP: 2"X3"X0.050" 2X4 SNAP: 2"X4" X0.045" #12x3/4" TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4' O.C, SPACING r� W 4x8 ULTRA SCARE BEAM SPLICE DETAIL 13 � SCALE N. f S.__— #12x3/4" TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-114"0,C. SPACING t j 1 4x8 ULTRA SCARE BEAM TO BEAM BRACKET DETAIL 14 _.-- L� SCALE: N.T.&. LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 ENGINEER CRAIG JASIN, P.E.(#82363) LIGHTNING ENGINEERING LLC. 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 LYTTLE 36899 HIGHLAND MEADOWS ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS 011111# i1188j 8 8 g � cc T ffi� 0 ,� �gir ryyp 0 qg CRAIG ,IASIN, P.E. (#82363) { DETAILS L.._._....._.._...__—_-. ___ WSLAB MIN (2) 'x 2-1/4" TAPCONS 1-1/4" MIN CONCRETE 2500 PSI CONC, ANCHOR EMBEDMENT TYP. ALL WWM OR FISERMESH l CABLE CONNECTIONS AT FOUNDATION SCALE: N,T& 2500 PSI (MIN) w! (1) 95 CONT- 2500 PSI (MIN) (MIN) 8x8"w/(I)#5CONT. MIN aan�I L7-i" �— 8- JAIN CONTINUOUS FOOTING DETAIL (INSTALLED BY OTHERS) \10)5CALE: N.T,S. 4"X4" COLUMN 4"X4" COLUMN '—#l0x3/4"INTO __ 4'X4" RECEIVING PLAN CHANNEL@ COLUMNI 1-114"0/C FRONT 4"X411 (2) 318" DIA, THRU COLUMN] BOLTS LENGTH VARIES SIDE I 14`XI" ICOLUMN ROTATED 4X4 COLUMN TO BEAM SCALE: N.T.S. 3" x 0.032 x 1 ® LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD(PSF) U80 ul 20 /1 L/240 10 1750 17.50 16.91 i 15.96 20 16.64 15.96 14.06 12.16 30 15A7 14.06 11.21 8,36 40 13.69 12.16 836 1 4.56 501_2.22 5.51 0.76 60 --lU6 10.75 8.36_ 2.66 - 70 9.27 6.46 - 80 7.80 1 456 PRODUCT SPECIFICATIOM FL# 7561-R5 2"x2'x1/8" ANGLE W1 - SELF -MATING (2) #1 Ox 3/4' EACH FACE REG, RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING #10x 3/4" INTO EACH FACE POST CONNECTION i PtL I'x2'0.B.BASE PLATE MIN. 4" SLAB 2500 PSI Go DIA, TAPCONS FIBERMESH 1-1/4" MIN CONCRETE ANCHOR EMBEDMEN SIDE VIEW TYP. ALL IN2" BASE PLATE ANCHORED CONC, DIA. TAPCONS 4 AT 24"4.C. MAX, 4" DIA. TAPCONS 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW TYP, ALL 4--', 2'x4" OR LARGER UPRIGHT TO DECK DETAILS 1,�YS.ACEN.TS. mimmm 16- BLOCK STEM WALL W/ (1) #5 DOWELED INTO TOOTER @ 6' D.C. GRADE T CONT. 8"WIDE x 8" DEEP 9 M4 CONVENTIONAL CONC. FOOTER — Wl (1) #5 CONT. LAP SPLICES MIN. 25- A TIE W/ WIRE. TYP. @ PERIMETER CMU ANCHORING DETAIL SCALE: NT& #1Ox3'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.& 1W O.C_ TOP AND BOTTOM COLUMN COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL7561-R4 - EXR 12/30/2022 SCALE: N.T.S. 11 I" HEADER Wl (2) #1 Ox3/4" NTO 3x3 FACE & (2) #1 Ox3/4" NTO 3" COMPOSITE PANEL 5 12- O.C. 419113HOORE1903m TAPE OR CAULK EXTERIOR -- GAPS, TYP. 3' HEADER W/ (2) 91 Ox314" INTO 3" COMPOSITE PANEL 4 DIA. TAPCONS AT 24' @ 12- O.C. O.C. MAX, 3" HEADER 1-1/4' MIN CONCRETE MIN. 4' SLAB 2500 PSI ANCHOR EMBEDMENT CONC. wl WWM OR TYP. ALL FIBERMESH 3" COMPOSITE WALL DETAIL (W/ 3x3 BEAM) "S SCALE, N.T.S. 2`x2"x1l8'ANGLE W1 SELF -MATING (2) #10x 3/4" EACH FACE RED. RECEIVING CHANNEL W1 (2) FOR EACH LOAD BEARING #1 Ox 3/4" INTO EACH FACE POST CONNECTION VxT' O.B.BASE PLATE 3-1/8'xl-1/2'x 1/8'BASE W/ PAVERS 3"x3" OR 4"x4" COLUMN (2) 1W DIA. TAPCONS 2 OR EQUIV. ' MIN, 4' SLAB 2500 P CONC, artWWM OR 1-114" MIN DIA, TAPCONS 4 CONCRETE POST W1 (2) 318- DIA. THRU FIBERMESH SIDE VIEW ANCHOR EMBEDMENT BOLTS 24'0.C, MAX TYP, ALL LENGTH VARIES 4— 1 x2' BASE PLATE - ANCHORED GONG. k4 11 4 DIA. TAPCONS DIA. TAPCONS 4'" DIA. TAPCONS AT 24'O.C. MAX. 4 1-1/4" MIN CONCRETE 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT ANCHOR EMBEDMENT FRONT VIEW . . .. . .... ..... .. .... TYP. ALL TYP. ALL 2"x4" OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL 3x3 OR 44 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE; N.T.S. N.T. #110x3/4. INTO RECEIVING CARRIER ROOF BEAM CHANNEL TO POST TO BEAM (SIZE MAY VARY) 2.1 MAINTAIN 1-1/4'O.C. 0 (SIZE MAY 2'x4'-2"xl0"' VARY) ROOF BEAM 0 2"x4'-2'x10" #1 Ox3l4' INTO RECEIVING (SIZE MAY F CHANNEL TO CARRIER BEAM VARY) 6"X6" POST 2"x4'-21xlo" 0 HEIGHT TO TO MAINTAIN 1-1/4"O.C. o x 2'x2'x1/8' HEAVY ANGLE EA. ILI VARY, TYP. _ SIDE W/ (2) TAPCONS EA. ANGLE 0 CHANNEL RECEIVING W1 #1 Cx3/4" MAINTAINING (2) - 318- DIA. THIRD BOLTS 1-1/4"0,C. 5 7/8*xl 1/2'x1/8" BASE RECEIVING DIA. W/ (6) 113- CIA TAPCONS TAPCONS OR EQUIV, CHANNEL SIDE VIEW TOP VIEW 1-1/4'MIN l' DIA TAPCONS, 1-1/4"MIN NOTE: CONCRETESIDEVIEW CONCRE-,E BASE 4 - CONCRETE BASE CONCRETE ANCHOR -NO.OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE, ANCHOR EMBEDMENT EMBEDMENT TYP, ALL -SCREWS TO MAINTAIN 1 1/4" O.C. TYP. ALL 21 26x6 POST ATTCHMENT DETAIL (5?, ROOF BEAM TO CARRIER BEAM CONNECTION SCALE: N.T-S. �E, N.T.S � #I Ox3"S ' M.S. THRU #10x4" WITH FASCIA INTO RAFTER NEO WASHER TAILS, 24" 0,C. PAN ROOF (2) #1 Ox3/4' 3" HEADER PANELS S.M.S. PER PAN YCOMPOSITE] FA TAILS M 3x2 (4)#IOX3/4- #10x3/4'S.M.S. PER S.M.S. PER CONNECTION PAN 3x2 r O.C. COLUMN (4) #10x 314" S,M.S. PER SUPER CONNECTION GUTTER PAN ROOF HEADER TO FASCIA ATTACHMENT AND PAN ROOF TO LOAD -BEARING WALL KNEE WALL DETAIL TO GUTTER (\2 N.TZ, SCALE: N.T.S. #12x3/4" TEK SCREWS (2) ROWS TOP AND BOTTOMMAINTAIN 1-1/4" O.C. SPACING v i V MIN (4), DTAPCONS, 1-1 /4' MIN CONCRETE ANCHOR EMBEDMENT TYP. ALL C4x8 POST TO CONCRETE I -BEAM ANCHOR 8 -P 2!�I',X.11.0: N_ T. S CONTRACTOR LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 ENGINEER CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC, 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 LYTTLE 36899 HIGHLAND MEADOWS ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS