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HomeMy WebLinkAbout22-4667VWT-*AU11t-W- Issue Date: 07/13/2023 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. ! I I I I I I 1 11 1 ! I I !I ! I I I I I ! I I I ! 1 11 1 1 � 1111 1 11 1--- CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 'City of Zephyrhilis 5335 Eighth Street W 10 Zephyrhills, FL 33542 BAR-004667-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/31/2022 23131��� 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. INTRACTO R SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED City of Zephyrhills Permit Application Fax•813.780­0021 Building Departirrient Date Received Li _3M Phone Contact for Permitting 'k, SS- Chaner's Name Owner Phone Number Owner's Address rA�L� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address RQ Lu I Qlij v v LL"' h­t_ )i LOT # ,JOB ADDRESS �s J1 10 SURDIVISlON C Kt )c - -' �f PARCEL ID# [io�jjg- 01, !1x OUVS (OSTAINED FROM PROPERTY TAN X OTICE) 1- - WORK PROPOSED NPw i-OFIM R ADDIAI-1- SIGN DEMOLISH LJ INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE or CONSTRUCTION BLOCK STEEL E—f FRAME , v DESCRIPTION OF WORK I _"10 CY eY l BUILDING SIZE SO FOOTAGE= HEIGHT X'X 9 z1tk'4LE*W' -IBUILDING VALUATION Of TOTAL CONS FRiACTION =ELECTRICAL =ME(-,HANJCAL = GAS ROOFING E] AMP SERVICE PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION rfJ, SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E­1 FLOOD ZONE AREA =YES NO W.R.E,C. BUILDER T 'U COMPANY uf' Ay, SIGNATURE RFGATEREC Y�h FIF,4ITRREN' Y/N-j Address 7 ix YTI ea c License ELECTRICIAN I COMPANY SIGNATURE RL.ISTEREI Address License# PLUMBED COMPANY SIGNAT Address Ucense 4' MECHANICAL COMPANY L SIGNATURE I E a a I I- e ) --:Y I N Address- T-1 iconsovt OTHER COMPANY D "�EriNY REGISTERL SIGNAT'LIRE Address License # E. RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans! (1) set of Energy Forms: R-O-W Pernatfor new construction, Minimum ten IT 0) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Slit Fence installed, Sanitary Fadlilies & 1 durripster: Site. Work Permit for suodivisionsilarge projects COMMERCIAL Attach Q) complete sets of Building Plan, plus a Lee Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimun) ten (10) working days after submittal date. Required orcsfo,,Constructlon Plans, Stormwator Plans w/ Sill Fence installed, Sanitary Facilities & 1 curipstor, Situ i'Vork Permit for all new Projects. All commercial requirements must meet com riflanot', SIGN PERMIT Attach (2) sets of Engineered Piano, 11111ROPERTY SURVEY required for all NEW construction, Directions: Fill out application cornplemly, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required, (AIC upgrades over $7500) I I Aqei it or the cor,n,,.i0o0or Power of Attorney (tor the owner) ,would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) RorooL', if sh'ngles Sewers Service Upgrades A/C Forces (Pl0t/SLa_V0y1Fectage) Driveways -Not over Countor if at) public roadivays_rioeds ROW -? o-clog City of Zephyrhills Permit Application Fax-81,e-780-0021 Binding Oepartinent NOTICE OF DEED RESTRICTIONS! The undersigned understands that this permit may be subject to "deed" restrictions" which may be. more restrictive tha!r 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 a,;in state and local regulations. If the contractor is not licensed as required by law: both the owner and contractor miry be cited for a misdemeanor violation understate iaw, 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 727-547- 8009, Furthornu>re, if the owner has hired a contractor or contractors, he is advised to have the contraetorob sign portions of the "contractor Block" of this Erppllc.afiort far which they vor be responsible. if you, an the ovmr i sign as the contractor, that Inay I,(,, an indication that he is not properly licensed and is not entitled to permitting privileges in Prison Ccanty- TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that 1 r ansporiaten Impact Face and Recourse Recovery Pees may apply to the constrnxtion of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified to Peace County Ordinance number 89-07 and 90-07, as amended, The undersigned also understands, that such tees, as may be, due, will be identified at tie time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fee= must be, !;raid 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 rust be paid prior to permit issuance, Furthermore, if Pasco County WatenSewer Impact fees are due, they must be paid prior to point, rssuarco in accordance with applicable Pasco County ordinances. C:ONS'rIRUC LION LIEN LAW (Chapter 713, Florida statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, Lave beer) provided with a copy of the 'Florida Construction Lien Law—Ho,neowner's Protection Guide" prepared by the Florida Department of Agriculture and Consume, Affairs. If the applicant Is someone other than the "owner", i certify that i have obtained a copy of the above deschbed 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 eyulatinp construction. County and City codes, zoning regulations, and land development regulations in the jurisdiction. 1 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 includo but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive (_ands, Water/ Wasteventer Treatment, outhvvest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses, Array Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Seivices(Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency-Asbostos 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, It 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 lofts less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If 1 not the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the pea hitting conditions scat forth in this affidri prior to cornmencing 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 theroafter requiring a correction of errors 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) says and will derrionstratem justifiable cause for the extension, If work ceases for ninety (90) consecutive days, theist, is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS ENTTO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT OWNER OR AGENT ' lip .y+' �k ` CONTRACTOR 11a`'" 5,.rbsl s t it )rid sworn to (or f (tried) before me this Sub c rb and ewer) to �r affirmed} �iefore me flu, by I i $t f 7,rho <, to personally knowrn tome or.hasfha4 produced Nho r Isreq pe sonally known to me cr hes have produced ___..,......__. de-} ification,zA _�......,v._3s identification, PublicNotary ._{A\teaPublic tornrmvton No, ` ;".�_t�" Commission Na n f " Vrariie y� i Vr`��t tuotay typed„ -Tinted ......____- 4-'rA ` t` Y. g."......,„___._..._.W._..�._._..._...�.___.___ Hartle Notary type .t of or stamp of prited or5tatrnped tt, i1C?taCy Public -State if F c)r1J11 Commission I GG 9Fi # w 4 � ti My Commission f.vfoil e s dtt�t k} Y{L� Januarl, aS 2024 ¢ flRQ("$Fi cf".", lt�C^ntSty Put lrc i� ? 9t F i0rI i r,. iYYi r"i7 ,at(7 !l bLn ,0378 ! t Of It ll,.yR !t "�� t,.ni rl l,.yII t t{Qi re� ItrltY Mkkk Al rez- mies, Esq., Pmsuco County Clerk & Cori] twk— .3 NOTICE OF COMMENCEMENT air. , ,2 g. �„.,„ua.,�Un? :'E ue =. idv to aer`a?^ r6W pmpt tny, and ir, twru irtr.�nblka cw Lessee Inlrallon if the- Laose2conmc'.ed turiift ,tr?pt;7 rteri; Name ,d r^`. Narrtm nt r°ie sirapta ?' 14; haldI a _.._. ....M..�.__.._.._._. ._......._.. {#i tFi+3rctxt °rU Gatr;ser,'.ateri aiicvai No'" Name shnt�:uaf of �': � .�.._......_,..____._....�._,___.__.�..�..�..._._. �',ateph;7tttr i`•nka,t _..............».....�... _.._.�,._ ri= Wn, ?@, s =~W" ,:f 3rtatidaa rins'aat lol by tho :;ictrar tmon..ah&m noftw or oflo r dccuIrmnm may `ne ae,vs.r a, - by F'• Odo S%t7aes! '3'ra; ,at�?cte tJemtu a3"Dodsgnsiad Pomon; "€"efe�pta©rs Nwrl ral porgon or Entity U-Mgnatad by OVfler, .._._..._._....._.....�.�......�._.�..--_..._._......,.._._.._.....w......-,..,,..-_.-.,...-..,_._—..a-.�..__._, kixelrxttrn dafe of Noflaa of Comrnence:mont (t)a tr kaauon date mey oat hs Word :ha of +wmbofjon acid fnal fvys:ialt to the c*Wwlor, gut a U be one year ftom VW date err r r€ l,.V u,*" a d�arr+ 7o OWNER; ANY �AdusiNTFADB, THS W ,'A' �tEk',e"j; oN _ tJaF� Ti ie mo m4^iw o, _.t7,. f,3f„�IC Y4,x?�:r"r I mier p-a p s:e.i r Lae ,u: 3 Mtam 1Met i hgya �a G;a,'cre,;a?ncstan.+na of aarrntan- na �.dstfi thai 6h s(sta?ari i ; r~z'n r'a t m fe ;f;sz bes, m,'k nwl. p mad' a O>tif, STATE OS' LORIDA f. UNl,tFPASC a , c.�i�,4ttcctatlt�arMs {rRBn .r Wenst:aty'6 Tft,'Wvs ..Yn......, ....._............._.._ tt a Tho fcrkping instr lr vr,t r,aa a aar 4edgad before me Ws f da} u r ct L G raa rr fMw 4usto eu f4ci�k tar ,'r pa of t � p n,ali .r,. ct rt,r;�t^ {;er rrn e.*ce..- ad 5'`' a .➢: '��" .f ! &ma{`ertrP;... Notary ftiYU We Of Fierida '>3 Naltl ar it 11 siY'I MS r .rant r�. �.crcrsrc�tsent,�e.�53e�=7 September 22, 2022 To whom it may concern, Please be advised that Lightning Aluminum, Inc claims a permi':k-/—' L, for the property located at 6747 North Lake Dr. Zephyrhills, FL 33542 for a screen enclosure. This permit now has a revision. The epblosure has enlarged. Lightning Aluminum, Inc tidaftif md u mmum@yerinn.melt PO Box 290144 Tampa, FL 33687 Phone: 813-984-1185 Fax: 813-984-8483 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 1-B OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON, D.C., 2020 EDITION. 1 ASCE 7-16. WIND LOADS - BOIL 1. DING 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: 140MPH V-ULTIMATE EXPOSURE CATEGORY, PARAGRAPH 1609.4.3-1 C 3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002,6: BUILDING CATEGORY 1, 4. MEMBER LIVE LOADS (FBC 2002A) 4,1- PRIMARY: 300LBS, ROOF PURLINS: 200LBS SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 1 PROD. SPEC.# (3'EPS FOAM PANELS): FL#7561-R5 1 FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 4. #10 SCREWS 6'FROM END AND 24'CENTER TO CENTER (SMB ASSEMBLY). 5. FINAL DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD, 6. 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) IEMPLE [ERIM'm 813-984-1185 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 PROJECT ADDRESS OTIS 6747 NORTH LAKE DR L ZEPHYRHILLS FL 335 --- - ---- -I ---- - �l 2x3 T-8" TYP. —A- 2x5 1 23 11 -0 TYP. i I 2x2 -- Typ.:l FINAL DOOR LOCATION TFID IN I FIELD T-0` HOUSE SCALE: 1/4'= V-0' Al L W 0 R K Ll 1('Qf IIe DOODEES, FLORIDIA'SUILDNG CODE, NAATIONIAL ELECT*-lfl,-r,,rq A t TH, E C I F Z E P H! Y R hH! L L 53 ORDINANCEF5, REVIEW -r-),kTE 'OCT 2 r,- CITY OF ZEPH, PLAN E/XAd`-vll!NE'-,­ 1 o'-0- -- - -- - - -1 2x3 T-8" 2X4 15'4" TYP. Ix 2x2 TYP. FINAL DOOR LOCATION TBD IN FIELD % & N '8236 33 S F A-1 CRAIG JASIN, P.E. (#32363) IL PLAN '"GUSSET DIMENSIONS 16"x6": 2x8 - 2x 10 16"x4": 2x4 - 2x7 12'x4": 2x4 - 2x5 #10 SMS 1-1/4" O.0 . SCREWS VARY BASED ON BEAM SIZE BEAM 2X3 2x3 RECEIVING CHANNEL WI (2) #10x314" INTO 2RECEIVING CHANNEL GIRT EACH SIDE & (3) (SIZE MAY N4" - 2"xl 0" SELF -MATING W/ (2) #10x3/4" INTO BEAM - NOTCH #10x3/4" INTO 2x3 x4' GIRT EACH SIDE & (3) FOR UPRIGHT W1 VARY) -v_ UPRIGHT #10x3/4" INTO 2x3 MIN. 3/4"0,C. F—o* #10x3/4" EXTERNAL GUSSET DETAIL UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL SCALE: N.T.S. G SCALE: M.T.S.SCALE: N.T.S. #10x3/4" INTO RECEIVING BEAM SIZE x CHANNEL 4'GUSSET j SMB HALF PAIR PURLIN THICK) NO. OF SCREWS AND PATTERN TO C VARY. SCREWS TO 0 MAINTAIN 1-1/4"O.0 0 .1 OX3/4' SMS ON o 24"CENTERS -­J # 1 (9) #10x3/4" SMS CABLE CONNECTION AT CORNER SCALE N TS. HOUSE WALL: EITHER STUCCO/BLOCK OR WOOD FRAME 1/4"x2-1/4"TAPGONS TO MAINTAIN 2' D.C. FOR STUCCO/BLOCK OR #10x2'SCREWS I'O.C. FOR WOOD RECEIVING BEAM SUPER RECEIVING CHANNEL BEAM NO. OF SCREWS AND PATTERN CHANNEL W/ (2) #I0x3/4. j GUTTER W/ (2) #10x3/4" INTO TO VARY. SCREWS TO MAINTAIN #10x3/4' INTO EACH 2" O,C. EACH FACE & (3) 1-1/4" C/C FACE& (3) #10x314" #10x3/4" INTO BEAM #10x3/4' INTO INTO BEAM RECEIVING CHANNEL PURLIN OR GIRT TO BEAM OR POST DETAIL OVERLAP SPLICE DETAIL & SMS HALF PAIR TO SUPER GUTTER DETAIL DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION HOUSE WALL& MATING ELEMENT ATTACHMENT DETAIL �ICAIE Nl�l SCALE: N.T.S. SCALE: N.T.S. SCALE: 'N C7 �' (2) #1 Ox2- SCREWS THRU EXTRUSION (2) #10x2- SCREWS THRU EXTRUSION (3) #12x4S,M.S. WITH (1) #10x2' SCREW 24'O,C. (1) #10x2- SCREW 24- O.C. WASHER PER PANEL OR #12x314" TEK SCREWS #10x314" S.M,S. 10" O.C. i F_ (2) ROWS TOP AND (COMPOSITE PANEL) (2) 114- DIA, x BOTTOM MAINTAIN 2"WIDE EXTRUDED 2'WIDE EXTRUDED 3-1/2" GUTTER �R BRACE AT GUTTER BRACE AT -OR- THRU BOLTS 1-1/4'O.C. SPACING EACH BEAM EACH BEAM (2) #10x314- S.M.S. PER--- W/ (2) #8x3/4" WI (2) #8x3/4' PAN, MIN. SUPER #10x3/4"S.M.S. (PAN ROOF) GUTTER 10'O.C. INTO CARRY BEAM 0 D T M '3L/4 o ��O 0' NO. OF SCREWS AND 0_PATTERN - ----- 0 , lrtt TOVARY. SCREWS , -0 0 NO. OF SCREWS AND PATTERN #1 Ox3/4" INTO - TO VARY, SCREWS TO MAINTAIN #IOX314"INTO NO. OF SCREWS AND PATTERN TO MAINTAIN 1-1/4' RECEIVING CHANNEL -114"O.0 RECEIVING CHANNEL TO VARY. SCREWS TO MAINTAIN 0 ____ O'C. I 1-1/4"O.C. GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL COMPOSITE OR PAN TO GUTTER TO BEAM TO COLUMN 4x8 CORNER KEY DETAIL �O 3� SCALE: N.T.S. SCALE: N.T SCALE: N.T.S.SCALE: N.T.S. muUml ATS91 MIN *- DOOR KICK PLATE W-14", 0.024" MIN THK #12x3/4'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4"0,C, SPACING 4x8 ULTRA SCAPE BEAM SAUCE DETAIL SCALE: N.T,S, #12x314'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-114" O.C. SPACING H ? " rl I< 4x8 ULTRA SCAPE BEAMTOBEAM BRACKET DETAIL SCALE: N.T.S. CONTRACTOR I ffial "m VoLe-JEWAIIII CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC. 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 PROJECT ADDRESS OTIS 6747 NORTH LAKE DR. ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS ttillill fill., I N ol 18 23 6 3TO*. 1p Ir Z STA o �0 R I N A-2 CRAIG JASIN, P.E. (#82363) DETAILS 0 0 4" 0 SLAB MIN 0 (2) 4"x 2-1/4' TAPCONS 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT TYP. 2500 PSI CONC, ALL WWM OR FIBERMESH CABLE CONNECTIONS AT FOUNDATION SCALE. N.T.S. N.T.S. 2"x2"x1/8"ANGLE W/ SELF -MATING (2) #10x 314"EACH FACE REQ. RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING #1 Ox 34'INTO EACH FACE POST CONNECTION I"x2" O.B.BASE PLATE MIN. 4" SLAB 2500 PSI CONC. w/ WWM OR a" DIA- TAPCONS FIBERMESH 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT SIDE VIEW TYP. ALL I NZ' BASE PLATE F ANCHORED CONC. 4" DIA. TAPCONS 4DD. TAPCONS AT 24" O.C. MAX. 1 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW TYP. ALL 2x4"OR LARGER UPRIGHT TO DECK DETAILS *SCALE: N.T.S. SELF -MATING 2'x2"xl/8'ANGLE W/ (2) #1 Ox 3/4- EACH FACE REQ. RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING #1 Ox 314" INTO EACH FACE POST CONNECTION 0.0 I"x2" O.B.BASE PLATE PAVERS L "12 M MIN. 4" SLAB 2500 PSI 4'. DIA. TAPCONS 'A OR CONC, w/ WWM OF 1-1/4" MIN CONCRETE FIBERMESH SIDE VIEW ANCHOR EMBEDMENT TYP. ALL 24"O.0 , MAX 1"x2' BASE PLATE ANCHORED CONC. I DIA, TAPCONS 4' DIA, TAPC 4 TAPCONS AT 24' O.C. MAX. 1-1/4" MIN CONCRETE L ANCHOR EMBEDMENT FRONT VIEW TYP_ ALL (­, 2"x4" OR LARGER UPRIGHT TO DECK SCALE. N.T.S. wl PAVERS DETAIL 3-1/8"xl-1/2"x 1/8" BASE 3"x3" OR 4"x4" COLUMN W1 � OR (EQUIV. DIA. TAPCONS / POST W1 (2) 315" DIA. THRU BOLTS LENGTH VARIES DIA. TAPCONS 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT TYP. ALL 3x3 OR 4x4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE: N.TS. SCREEN ENCLOSURE #110x3/4" INTO RECEIVING CARRIER ROOF BEAM 7 FLOOR SYSTEM CHANNEL TO POST TO BEAM (SIZE MAY VARY) MAINTAIN 1-1/4'O.C. 0 (SIZE MAY 2"x4" - 2"x10' VARY) ROOF BEAM 0 2"x4"- 2'x10" 2500 PSI (MIN) #10x3/4" INTO RECEIVING (SIZE MAY 0 w/ (1) #5 CONT, 2500 PSI (MIN) 16" BLOCK STEM WALL W/ (1) CHANNEL TO CARRIER BEAM VARY) 6"4" POST 0 TO MAINTAIN 1-1/4" O.C. 2"x4'- 2"XIO" (MIN) 8'x8" wf (1) #5 CONT. MIN #5 DOWELED INTO FOOTER HEIGHT TO @ 6' O'a VARY, TYP. 2"x2"x1/8' HEAVY ANGLE EA, SIDE WI (2) TAPCONS EA. ANGLE GRADE (2) - 3/8- DIA. THRU BOLTS W/ #1 Ox3/4" MAINTAINING 0®Ea0 RECEIVING CHANNEL CONT. 8" WIDE x 8" DEEP 5 7/8"xl 1/2'xl/8" BASE z 1,1-1/4" O.C. / 1 CONVENTIONAL CONC. FOOTER J. DIA. RECEIVING — W/ (1) #5 CONT. LAP SPLICES MIN. 4 Wl (6) 1/3"DIA TAPCONS CHANNEL SIDE VIEW TOP VIEW 25'& TIE Wl WIRE. TYP. @ TAPCONS F_ OR EQUIV. — 1-1/4" MIN PERIMETER CONCRETE "DE IE CONCRETE BASE 4" DIA, TAPCONS, 1-1/4' MIN NOTE: ANCHOR CONCRETE BASE CONCRETE ANCHOR -NO.OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE, CONTINUOUS FOOTING DETAIL EMBEDMENT EMBEDMENT TYP. ALL -SCREWS TO MAINTAIN 1 1/4' O,C. INSTALLED BY OTHERS) - CMU ANCHORING DETAIL TYP, ALL �&6 IMPOST A�TTCHMEWT DETAIL ROOF BEAM TO CARRIER BEAM CONNECTION (INSTALLED N.T.S.20 -- 21 C P (2j C) 1 NT, il�l SCALE: N.T.S. SCALE: N.T.S.N.T.S, ci 119) SCALE N.T_ c SCALE: SCALE: N.TS. 4"X4" COLUMN #10 3/4' INTO 4-X4' RECEIVING PLAN COLUMN CHANNEL@ 1-1/4"O/C FRONT 4".X4" (2) 3/8" DIA, THRU COLUMN OLUMN BOLTS LENGTH VARIES SIDE 4'X4" COLUMN ROTATED (4X4 COLUMN TO BEAM �3SCALE: N.LS, 3" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF) _-- L/8t7 LI12O U180 L/240 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 836 40 13.69 12.16 4.56_ 50 1222 10.26 .-8.36 551 1 0,76 60 10.75 _ --- 8.36 2766 70 9.27 6,46 - 80 7.80 4.56 #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 314'S.M.S. 10' O.C. TOP AND BOTTOM COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL7561-R4 - EXP. 12/30/2022 SCALE N.T.S. 31, 3- HEADER W/ (2) #1 OX314- NTO 3x3 FACE & (2) #1 Ox3/4' NTO 3" COMPOSITE PANEL W— 12" O.C. TAPE OR CAULK EXTERIO GAPS, TYP. 3' HEADER W/ (2) #1 Ox3/4' INTO 3" COMPOSITE PANEL 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 3COMPOSITE WALL DETAIL (W/ 3x3 BEAM) / SCALE: N,T,S. #10x3"S.M.S. THRU FASCIA INTO RAFTER TAILS, 24" O.C. PAN ROOF f (2) #1 Ox3/4" PANELS S.M.S. PER PAN _LMIN. #10x 3/4" S.M.S. PER PAN PAN ROOF HEADER TO FASCIA ATTACHMENT AND NO PAN ROOF TO LOAD -BEARING WALL CALE II.T,S. #1 2x314" TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4'0,C. SPACING MIN (4), "' DIA, TAP( 4 �o's' 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT TYP. ALL (: *48 POST TO CONCRETE I -BEAM ANCHOR 2 8 COLUMN #10x4" WITH NEO WASHER 3" HEADER 3x2 (4) #1Ox 314" S.M.S.PER ss CONNECTION 3x2 7'OLC. (4) #1 Ox 314" SUPER S.M.S. PER CONNECTION GUTTER KNEE WALL DETAIL TO GUTTER 6') (_2P SCALE: N.T.S.N XQUIND"olm 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 1 PROJECT ADDRESS OTIS 6747 NORTH LAKE DR, ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS 011111111111'r 10 Id N 63 -":o STA % E oo A, 40 o' 'D A-3 CRAIG JASIN, P.E. (#82363) i DETAILS DESCRI N: Lai 14, of .`STENEhi a O EN AT SG-VER OAKS, PHASE ONE, rurufJ3ifq fo It� or }steak them ot, as r.aurck-d in MAY BOOK ',I, PAGES 19 & 90of the f Rocnrds of Pasta C" av,,tv..n£urict,3. 1 �Y6 4rc 73..E+7 Ctia d 17,3t?' �P}CcC�} cat Eye .� = t rfr E�. �r IV .744° t4:�) '1 d� s. �r4�'€st Qa Par# of thl, Gf,A- PSN. 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