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Home My WebLink About22-466400 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 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. III I I I I!! I Ili I! Pill Will Ili 1! ill!' I I III I! I EMZ�11=� accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 7C TRACTOR SIGNATURE PERMIT EXPIRES IN 6 MONTHS !J100 010 OFFICE PE IT ITHOUT APPROVED INSPECTION HOUR NOTICE REQUIRED FROM WEATHER 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department Date Received 813 689 8252 Phone Contact for Pe stung 3, 44 kt z v 3 Owner's Name F.Uumme mber 0 Owner's Address iTt rn Ir C'. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS i i L t LOT If SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--1 ADDIALT El INSTALL REPAIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK lscJ P. SIGN = DEMOLISH OTHER STEEL BUILDING SIZE O:O" � SQFOOTAGE ff�' HEIGHT �ZJBUILDING p VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING =MECHANICAL n= VALUATION OF MECHANICAL INSTALLATION 1 4 =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Et�� Inc. WaR.N�� SIGNATURE REGISTERED Address C-IG(f 335W License ELECTRICIAN COMPANY YIN FEE SIGNATURE REGISTERED Fe CURREI�1�� Address License #E===== PLUMBER COMPANY E�� SIGNATURE REGISTERED FEE .R.EN�� Address License #E==== MECHANICAL COMPANY �..�......�.a__..,.,_�_._.,SIGNATURE = REGISTEREDa,..E.�� Address License # OTHER COMPANY SIGNATURE REGISTERED Address License #E==== RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pennit for new construction, Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionallarge 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 (110) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for all now 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 $2600, 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 (PloVSurvey/Footage) DrivewaWNot 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 maybe subject to "deed' restrictions" which maybe more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: It 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 fora 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 Posco 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 property 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 now 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 most 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 Usti L&AF—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, CONTRACTORVOWNER'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 loan* 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, WatenrWastewater 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'uniess 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 sternwall. - 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 were 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. FLORIDA JURAT (F,S. 117.03) OWNER OR AGENT_ Subscribed and sworn to (or affirmed) before me this by Who Ware personally known to me or has/have produced as identification, Notary Public Commission No. Name of Notary typed, printed or stamped �- to me or hasihave produced Notary Public Commission No. N—ami! of R:57�pad, prmted stamp MCARLOS MALDONADO COMMission # GG 346275 Expires June 18, 2023 @ended Thru Troy Fain jr1suranco 800-385-7019 v l gjl 0UND Y U Y ait P. r. �. Wr 28 ORR LOT LOT :b 29 3 N89'49'37' 99.86' M. tii. J CUi 11.2^ tl2 N6 4 E 9i1.z' P. �$ NNE LOT LOTr r <a 33tr 27 m z co 4 14811 E v t cep Ks V+ ,59'4 - 100,00y A J0,01 LOT LOT 34 Legal DoxodpMad )At 21, WRST PASCO MUSTRIJAL P" F II UNIT A 3'U13AMION. aocordbg to the Plat themat. as retarded In Plat Do-U 3,1. Paget 63-64. of the Public Record& of Pasco Couuty. Florida. Conarammity, Numter. 120235 Panel: 0006 Field Work 0/3f2004 CoMpletod: 9/10/2004 Certified To: iroboreb L. U to Title Agamey, First AmeritAu Title lamwanoo Compamr, Sureeo»et Sobools Fodeilol Credit 'Union. its ar cccry +yrti "a/or ese' Property Addrovw 4811. ik Aar Way Zepiipriama, F°lorido 33542 Survey Number 0--1114SO No789.� fT !E'�G BikYVlllEdl �Y �{ 7Ng stfYl#N .iN?iAeSti� : a°�ri suarva�rarur»r8r, �t urn rn�rm tSt�Ntt;X aiwxorcacarro. �„�, 30 0 r5 30 C me scAm {'Skx Feet) S a eh = 30 Pt:. igi v G?@ f bb P lk 84 ,v#4Mi i3q 'XW wmF- z it pg� f1 —4 �w�z n �� 80 sun.room category 3 Qomn�g�z� CL s -m-ozm 2-9g9} 5 �» ` O L W r CY r : F"2 3 �1 % �L EOjA NA- £3. F R uj x W g Ori V a v JA, s.; n� S #1 22—SA132 e 1 O WEB THICKNESS: 0.046" FLANGE THICKNESS: 0.046" AREA: 0.4704 SQ.IN. MOMENT OF INTERIA: -Ixx = 0.2565 in-4 - lyy = 0.3069 in-4 SECTION OF MODULUS: -Sxx = 0.2663 in-3 -Syy = 0.3069 in-3 RADIUS OF GYRATION: -rxx = 07385 in 0.8077 in ALLOWABLE Fy: 16.0 kip Mmax = 3.92 kip -in 2"x3"x.046" HQLLOW WEB THICKNESS: 0.046" FLANGE THICKNESS: 0,046" AREA: 0.5976 SQ.IN. MOMENT OF INTERIA: -Ixx = 0.6873 in-4 0.4202 in-4 SECTION OF MODULUS: -Sxx = 0.5041 in-3 -Syy = 0.4228 in-3 RADIUS OF GYRATION: -rxx = 1.0725 in -ryy = 0.8385 in ALLOWABLE Fy: 17.2 kip Mmax = 7.16 kip -in 2"x4"x.050" HOLLOW WE13 THICKNESS: 0.050" FLANGE THICKNESS: 0.050" AREA: 0.7007 SQ.IN. MOMENT OF INTERIA: -Ixx = 1 .4228 in-4 -Iyy = 0.5139 in-4 SECTION OF MODULUS: -Sxx = 0.7826 in-3 -Syy = 0.5139 in-3 RADIUS OF GYRATION: -rxx = 1.4250 in -ryy = 0.8564 in ALLOWABLE Fy: 16.3 kip Mmax = 10.58 kip -in NOTES: 1. SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER. > 2. MANSARD and/or ROOF RISE TO BE A MAXIMUM OF 36" UNLESS NOTED OTHERWISE. 0 0 S 3. BEAMS AND COLUMNS ARE TO BE SPACED EVENLY UNLESS NOTED OTHERWISE. 4. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO ADVERSE AFFECT. 5. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. SIZES SHOWN ARE MINIMUMS. 6. ATTACH 1 X2 EVERY 30 D.C. MAX. SPACING AND WITHIN 6 OF EACH END. 7. FASTEN OPTIONAL KICK PLATE EVERY 18" D.C. WITH #10 TEK SCREWS. KICKPLATE TO BE MIN 12-/MAX 24- TALL AND OF 0.024 GA MIN THICKNESS 8. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. 9. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOMMODATE BUT DO NOT REDUCE BEAM SIZE. 10. SELF MATING BEAMS TO BE STITCHED 24" D.C. ALONG CENTER OF MATING SURFACE WITH #10XJ OR LARGER. Door Location Note: SuperGutter Note: 2"x4"x.046" SMB 2"x5"x.050" SMB 2"x6"x.050" SMB 1. Do not move or remove a column to install doorway on beam bearing wall(s) 1. Use min. 5" supergutter WEB THICKNESS: 0.046" WEB THICKNESS: 0.050" WEB THICKNESS: 0.050" 2. If door displaces a 2x4 (sidewall only) then place 2x2 on either side of door 2. Contractor may elect to use 7" superguffer FLANGE THICKNESS: 0.1150" FLANGE THICKNESS: 0,1310" FLANGE THICKNESS: 0.1350" 3. If door displaces a 2x5 (sidewall only) then place 2x3 or 3x2 on either side of door with no adverse effects to the structural AREA: 0.7822 SQ.IN. AREA: 0.9174 SQ.IN. AREA: 1.0216 SQ.IN. 4. Contractor may locate a door between any two columns integrity of the project, MOMENT OF INTERIA: MOMENT OF INTERIA: MOMENT OF INTERIA: 5. See door details on detail sheet -Ixx = 2.0020 in-4 -Ixx = 3.6435 in-4 -Ixx = 5.6592 in-4 ■ -Iyy = 0.4700 in-4 - lyy = 0.5916 in-4 - lyy = 0.6849 in-4 TRESSPASS NOTE: SECTION OF MODULUS: SECTION OF MODULUS: SECTION OF MODULUS: Owner and/or non -construction and/or non -jurisdiction related Li -Sxx = 1.0038 in-3 -Sxx = 1.5103 in-3 -Sxx = 1.5103 in-3 personnel are not allowed in the construction zone until a 0 ui -Syy = 0.4708 in-3 -Syy = 0.5917 in-3 -Syy = 0.6858 in-3 certificate of completion/occupancy has been issued by the V) RADIUS OF GYRATION: RADIUS OF GYRATION: RADIUS OF GYRATION: jurisdiction. E= _J -rxx = 1.5998 in -rxx = 1.9929 in -rxx = 1.9441 in DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS: C) < - ryy = 0.7751 in - ryy = 0.8030 in - ryy = 1.8320 in Florida Buildi16ng04.5 Code 7th Edition -Building & Residential (2020) TABLE M >- Z 73 :5 ALLOWABLE Fy: &7 kip ALLOWABLE Fy: 9.2 kip ALLOWABLE Fy: 9.0 kip �® CR 22 E Mmax = 8.74 kip -in Mmax = 13.89 kip -in Mmax = 17.42 kip -in 000 Screened Enclosures - Risk Category I ; Sun-Rooms/Acrylic Enclosures - Risk Cat. l 2"x7"x.055" SMB 2"x8"x.072" SMB 2"x9"x.082" SMB 2"xlO"x.092" SMB ii so Figures 1609.3(3) - 140 mph windzone (3 second gust) UJ I + C14 ffi WEB THICKNESS: 0.050" WEB THICKNESS: 0.072" WEB THICKNESS: 0.082" WEB THICKNESS: 0.092" ®0 1609A2&3 - Exposure Category B 20023.11 - Extruded Aluminum to have a minimum wall thickness of 0.040" FLANGE THICKNESS: 0.1350" FLANGE THICKNESS: 0.2390" FLANGE THICKNESS: 0.3210" FLANGE THICKNESS: 0.3890" Table 2002A - Structure Loading Pressure at 140 mph-, Q AREA: 1.2287 SQ.IN. AREA: 1.8473 SQJN. AREA: 2,3571 SQ.IN. AREA: 3.0125 SQ.IN. Horizontal (winward/feeward) = 27 PSF / 21 PSF max. MOMENT OF INTERIA: MOMENT OF INTERIA: MOMENT OF INTERIA: MOMENT OF INTERIA:®+ Verliacal (screen/solid) = 8 PSF 123 PSF max. 43 A -Ixx = 8.4717 in-4 -Ixx = 16.5567 in-4 -Ixx = 27.1600 in-4 -Ixx = 42.2821 in-4 Interior Pressure = ±13.5 psf (calculated ASCE 7-10) - lyy = 0.8491 in-4 -Iyy = 1.2148 in-4 - lyy = 1.5242 in-4 - lyy = 1.9264 in-4 Concrete to meet requirements of Chapter 4 of FSC-R and Table R402.2 -C" SECTION OF MODULUS: SECTION OF MODULUS: SECTION OF MODULUS: SECTION OF MODULUS: a Structure designed for use with 20x20 max mesh density. Use of a less dense mesh will not adversely affect the structure. -Sxx = 2.4254 in-3 -Sxx = 4.1409 in-3 -Sxx = 6.1227 in-3 -Sxx = 8.4618 in^3 2002.4 - Any I ft length of primary memeber is designed for a 300# vertical load. Any I ft -Syy = 0.8503 in-3 -Syy = 1.2148 in-3 -Syy = 1.5259 in-3 -Syy = 1.9264 in-3 length of secondary memeber is designed for a 200# vertical load, RADIUS OF GYRATION: RADIUS OF GYRATION: RADIUS OF GYRATION: RADIUS OF GYRATION: Table 1604.3 - Maximum deflection allowed: -rxx = 2.6258 in -rxx = 2.9938 in -rxx = 3.3945 in -rxx = 3.7464 in Roof members screen = 1/60 ; metal/ composite = 1/120 - ryy = 0.8313 in - ryy = 0.8109 in - ryy = 0.8041 in - ryy = 0.7997 in Contractor is allowed to use al aluminum alloy 6005T5 and 6061T6 ALLOWABLE Fy: 9.2 kip ALLOWABLE Fy: 16.1 kip ALLOWABLE Fy: 17.5 kip ALLOWABLE Fy: 17.4 kip Concrete to have a minimum 3000 psi strength at 28 days. Mmax = 22.31 kip -in Mmax = 66.67 kip -in Mmax = 106.97 kip -in Mmax = 147.49 kip -in Reinforcing steel (footer systems) is to comply/meet ASTM A615 Grade 60 properties. 3"x3"x. 125" WEB THICKNESS: 0,125" FLANGE THICKNESS: 0.125" AREA: 1.4,311 SQ.IN. MOMENT OF INTERIA: -Ixx = 1.9672 in-4 1.9672 in-4 SECTION OF MODULUS: -Sxx = 1.3115 in-3 -Syy = 1.3115 in-3 RADIUS OF GYRATION: -rxx = 1.1724 in -ryy = 1.1724 in ALLOWABLE Fy: 17.2 kip Mmax = 7.16 kip -in 3"x3"x.O90" WEB THICKNESS: 0.125" FLANGE THICKNESS: 0.125" AREA: 1.0875 SQ-IN- MOMENT OF INTERIA: 1.5488 in-4 - lyy = 1.5494 in-4 SECTION OF MODULUS: -Sxx = 1.3115 in-3 -Syy = 1.3115 in-3 RADIUS OF GYRATION: -rxx = 1.1934 in -ryy = 1.1936 in ALLOWABLE Fy: 17.2 kip Mmax = 7.16 kip -in 4"Wx. 125" WEB THICKNESS: 0.125" FLANGE THICKNESS: 0.125" AREA: 1.9255 SQ.IN. MOMENT OF INTERIA: -Ixx = 4.8030 in-4 - lyy = 4.8033 in-4 SECTION OF MODULUS: -Sxx = 2.4019 in-3 - Syy = 2.4012 in-3 RADIUS OF GYRATION: -rxx = 1.5794 in -ryy = 1.5794 in ALLOWABLE Fy: 17.2 kip Mmax = 7.16 kip -in 00 Minimum lap for No. 3 Bars to be 20" 68 Minimum lap for No. 4 bars to be 20" 0 09 Minimum lap for No. 5 bars to be 25" COMPOSITE ROOF INFORMATION: 1. use foam core panelswith aluminum skin. 2. fasten eps panels to the top aluminum beam(s) with #110x4" long tek screws at 12" centers along all bearing edges. & minimum roof pitch to be rise/fall per foot of run 4, contractor may substitute structural and functional equivalent materials. 5, product approval information: 5,1. manufacturer: elite aluminum corporation 52 category: roofing 5.3. subcategory: metal roofing 5.4. fl approval no.: fl7561-r5 5.5. hvhz use: approved (non -living) 5.6. non hvhz use: approved MAXIMUM 3" PANEL SPAN @ 140 mph WIND LOADING: * 1 # CORE W/0.024 SKIN = 13.17 FT * 1 # CORE W/0.032 SKIN = 15.39 FT * 2# CORE W/0.024 SKIN = 17.27 FT * 2# CORE W/0.032 SKIN = 18.44 FT F N s H E E T GNI N 0 Dour Detail ' ~� Door Qmto8 — Option 2 Centered between Columns Door Adjacent to Column Door Notes: 1.Numbmr of Hinges: min. 3 points 2.Hlnge Locations: 2.1.Top & Bottom — d^ to 18^ from end of door 2.2.Remoining to be evenly epoo*d between Top and Bottom hinges 2.3.Hingea can be installed on either side of door. field locate 3.Fsstenmrm: 3'1.#10xi" screws 3'2.Win. 3 each to attach hinges to structure and door 4.Door to swing ounvord unless noted otherwise 5'1-eft or Right owing does not alter structural integrity of cage or door (4) #10X2 SMS INTO INTEGRAL BOSS number of screws to mat h size of beam — min. 4 screws NOTCH BOTTOM OF BEAM TO OVERLAP �one each side) 2" WIDE GUTTER BRACKET ROOF BEAM BEAM MAY BE SLOPING DR HORIZONTAL 1 0 > l 0 IN .0� V ROOF TRUSS OR n0FrER TAIL BEAM WITH 1 EACH #1OX2 SCREWS INTO FASCIA (ALSO PROVIDE SCREWS BETWEEN BEAMS ALONG GUTTER @ 24" D.C. ETRUDED GUTTER BRACKET AT EACH MATCHING BEAM HEIGHT) WITH #100" SMS INTO BEAM WEB AND 4 EACH #10xl" SMS INTO SUPER GUTTER. MATCH NUMBER OF SMS TO BEAM SIZE. CHANNEL COVERING OPEN BEAM (INCIDENTAL TO DESIGN) BEAM MAY BE TRIMMED BEAM TO SUPER GUTTER AND SUPER GUTTER TO BUILDING 1"x2—J"x2" Aluminum clip attached to post r(one each side) 1 / attached to beam with (4) #10xi" SMS CHA|RRA|L AND PURL|N CONNECTION a SCREWS PER SIDE ANCHORS tcw Cq �,090 . 219.0 INTERNAL CONNECTION NMI' HOST STRUCTURE SCREW NOTE: SCREW SIZES AREA MINIMUMS. Fq ?J-J TO POST OR BEAM paver paver paver paver r------------------ I e-®---------- i' 9 I ' i � i 4 4 Q i I t. 1 <. f I 4 4 I 4 1 3 �� I Al ; 4 4 --®-----7. 7 —_72— ' L—__.--..—®-4— 8" .MINA 8" W REINFORCING STEEL OPTIONS: REINFORCING STr>vL vr-IIVIND- * 1 x #5 BAR (shown) or * 2x #5 BAR (shown) or * 3x #3 BARS * 6x #3 BARS FOOTER WITH OR WITHOUT PAVER PLACEMENT FOOTER WITH OR WITHOUT PAVER PLACEMENT FUTURE CONSTRUCTION ALLOWED FUTURE TIMBER CONSTRUCTION ALLOWED FINISHED GRADE _ . . a" 4 (FUTURECONSTRUCTION) ® NEW CONCRETE SLAB 4. 4 °. REINFORCING STEEL OP11ONS: rc -a--A t REINFORCING3x #3 BARS FUTURE CONSTRUCTION ALLOWED FOR NEW CONCRETE SLAB USE FIBERMESH CONCRETE TO ELIMINATE THICKENED EDGE FOUNDATION SYSTEM El ik—tr r; =tr 4EW CONCRETE SLAB FOR NEW CONCRETE SLAB USE FIBERMESH CONCRETE MIX 1 TO ELIMINATE REINFORCING CONSTRUCTIONFUTURE ,A 0 a 4- — OPTIONS:�- REINFORCING STEEL FUTURE TIMBER CONSTRUCTION ALLOWED Tqp�f CONCRETEFOR NEW THICKENED EDGE FOUNDATION SYSTEM TO ELIMINATE REINFORCING 6X6 BOX WIRE MESH Z 2X2, 2X3, 2x4, 2x2�x.0.125" ANGLE EACH 2X5, OR 2X6 SIDE OF COLUMN FASTENED .HOLLOW OR SMB WITH (2) #10x& EMS (EACHANGLE/EA SIDE/EA. FACE) C 4' %"x(3"+paver thickness) tap con ■ ON OF BRACKET J"x3' TAPCON OR EQUIVALENT • PER POST slob,3"x3' and 4"x4" POST TO SLAB CONNECTION or existing) . .c � 1 4 M 4 MIN. ® 4 4 41 a SCREW SCREW SIZES AREA n. ct�'"pC30ti � Z z QMggg WZC3Zm��j2.Y- y6>2 4�m6W.b (bp} U ��,zw OwZ .s tJ oagiFnr: oz. o�2 ¢a u s 7 MIN. MASONRY ANCHOR TO 2' WIDE Ix2x ANGLE TO to #10x& ON BACK OF COLUMN 15 m a o as c E ' J"x3' TAPCON OR EQUVALENT WITHIN 6" OF POST/COLUMN rx3" TAPCON OR EQUIVALENT NON -BEAM BEARING COLUMN CONNECTION DETAIL TE BEAD BEARING COLUMN CONNECTION DETAIL gT COMPOSITE ROOF INFORMATION: 1. use foam core ponelswith aluminum skin. 2. fasten eps panels to the top aluminum beam(s) with #10x4" long tek screws at 12" centers along all bearing edges. 1�i 3. minimum roof pitch to be 4 rise/fall per foot of run 4. contractor may substitute structural and functional equivalent materials. 5. product approval information: 5.1. manufacturer- elite aluminum corporation 5.2. category, roofing 5.3. subcategory: metal roofing 5.4. fl approval no.: f17561 -r5 5.5. hvhz use: approved (non -living) 5.6. non hvhz use: approved MAXIMUM 3" PANEL SPAN: * J# CORE W/0.024 SKIN = 13.17 FT * 1 # CORE W/0.032 SKIN = 15.39 FT * 2# CORE W/0.024 SKIN = 17.27 FT * 2# CORE W/0.032 SKIN = 18.44 FT SCREEN USE #lOX1-1/2"S.M.S. @24"O.C. MAX. NOTE: IF SNAP IS USED, NOT SCREWS ARE REQUIRED. 1' X 2" OPEN BACK ALUMINUM EXTRUSION OR SNAP 2" X 2" ALUMINUM POST EXTRUSION OR SNAP --- roaF 44 super gutter x beam assern ) Purling: (2) #10xi" SMS (one each side) c 1"x2—j"x2" Aluminum .1 attached to bi c with (4) #10xi" S Lij ry ROOF PANEL a r— — _— ANCHOR TO BUILDING Cn 1/2"-� WOOD — #1OX3' WOOD SCREWS 0 12' D.C. F 0 MASONRY — J"01.5" CONC SCREWS 0 24" O.C. 11C " CHANNEL FOR PANELS 1"x24' x2" Aluminum clip attached to post with (2) #10xj" SMS FA�• 012=210119�' 2" X 2" X 0.125 - 3" LONG ANGLE ON EACH SIDE OF BEAM. PLACE (2) #10 X41' S.M.S. ON EACH LEG OF ANGLE, --, ROOF PANEL CARRIER BEAM 3irrail: #10xj" sms ie each side) #10 XZ" S.M.S. STAGGERED TOP AND 4 BOTTOM AT 12" O.C. ALONG LENGTH OF CARRIER BEAM THRU WEB OF BEAM MATE AGAINST GUTTER FACE STITCH SMB CARRIER BEAMS AT 24" O.C. MAX. SUPERGUTTER BEAM - GUTTER - ROOF CONNECTION OPTION 1 ME occomodate smb 4'x4", or 6"x6" post NOTES: 1. ATTACH ROOF PER MANUFACTURER SPECIFICATIONS 2. THIS STRUCTURE IS NOT DESIGNED FOR SAFE HABITATION DURING STORM EVENTS w TO SUPER GUTTER COMPOSITE PANEL #10 X 4" S.M.S. WITH V NEO-WASHER @ 11 " O.C. MAX. (MIN. 4 SMS PER FULL PANEL, MIN 2 SMS FOR NARROW #10 1/2" S.S. NEOPR. WASHER @ 11" O.C. MAX., MIN. (4) SMS PER FULL PANEL, MIN. (2) SMS PER NARROW RINEL 2 11 x— beam ROOF PANEL TO BEAM CONNECTION 2" X 2" X 0.125 - 3" LONG ANGLE ON EACH SIDE OF BEAM. PLACE (2) #10 X 42" S.M.S. ON EACH LEG OF ANGLE. ROOF PANEL #10 X "' S.M.S. STAGGERED TOP AND 4 BOTTOM AT 12" O.C. ALONG LENGTH OF CARRIER BEAM THRU WEB OF BEAM MATE AGAINST GUTTER FACE STITCH SMB vs CARRIER BEAMS AT 24" O.C. MAX. SUPERGUTTER--CARRIER BEAM BEAM - GUTTER - ROOF CONNECTION OPTION 2 I 2 0tUz �2 � I M 9 62 i a 120Z.Llox� nzanT.. V:� 02-0 0 Swaowz or W MIM wMw-'z wzoi'amu LU �_' �:3 q SCREW NOTE: - CR SCREW SIZES AREA MINIMUMS. 0` I