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Home My WebLink About22-4227City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BGR-00422 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/ 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. IF illl!l!llilllllllllll!11111!11!1!111!1111!11!11!!!Illll!lllllll, IIIIIIIIIIIII INS 111 11111!1111 11!11!111111111 111 1 1 11 11111111 111111 MIMS' III ITIVITI!Ijimil I III I'll I 1111!!111 1 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ✓ CONTRACTOR SIGNATURE PIT -01FZV THOUT APPROVED INSPECTION 813-780-0020 City Of Zephyrhills Permit Application Fax-813-750-0021 Building Department Crate Receives!gttatactfo]Phone Ctane I�ermitlln Owner's Name Owner Phone Number 91 " t -5554Owner's moss f ! i Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address � � JCS ADDRESS i LOT � r SUBDIVISION PARCEL (08TAINCO MOM PROPERTY TAX NOTK E) WORK PROPOSED NEWCONS'tRF--1 AODIALT SIGN DEMOLISH � INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORT( � � � 1 BUILDING E SO FOOTAGE HEIGHT BUILDING ELECTRICAL $ t P t PLUMBING $ MECHANICAL =GAS ROOFING i®1 FINISHED FLOOR ELEVATIONS BUILDER , SIGNATURE VALUATION OFjj TOTAL CONSTRUCTION AMP SE€iVICEi PROGRESS ENERGY W,R.E.C. E. VALUATION OF MECHANICAL INSTALLATION, SPECIALTY = OTHER FLOOD ZONE AREA =YES NO Address ELECTRICIAN�� SIGNATURE Address ( E R i. _ f , PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address RESIDENTIAL COMMERCIAL SIGN PERMIT j COMPANY j ancisrFrzro COMPANY RMS I LRED COMPANY REGISTERED COMPANY RCOI5T�RC:O COMPANY REGMTERED License # E I= Gm t License# a t t q;YtN FEE �..11YtN License # �w� k Y.,/ N ( GE: CU€IRIN Y i N Licensee# E;;N. ;, tr,F,c.,o:Nr Y!N License # Attach (2) Plot flans; (2) sets of Building Plane; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Stormwater Plebs w.t Slit Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivislonsiletge projects Attach (2) complete sets of Building Plans plus a Life Safety Page: {1) at of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Flans, Stormerater Plans wl Slit Fence installed, Sanitary Facilities & 1 dumpster. Site -Work Permit for all now projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans. ""'PROPERTY SURVEY required for all NEW construction Fill out application completely. (honer & Contractor Sign bark 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) Reroms 0 shingles Sewers Service Upgrades A/C Fences (PlottSurvey/Footage) Drivoways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed* restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES, If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the Intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(a) sign portions of the "contractor Blocl(' 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Foes 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 8M7 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): It valuation of work is $2,500.00 or more, I certify that 1, the applicant, have boon provided with a copy of the "Florida Construction Lion Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the owner, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a perarit 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, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Sayheads, 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 "N' 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, m 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. MEM has/have produced Public JAUQUELINE BOGES P�W2_7�67 Expires December 12, 2022 8onded Thm tre, Falb tasniggg UAV. Vo Fc,-.el SECTION 11, TOWNSHIP 25 �%UTH. RANGE 2/ EAST PA3CO COUNTY FLORIDA. BOUNDARY SURVEY LEGAL DESCRIPTION: THE EAST 70 FEET OF LOTS 11 & 12 AND THE EAST 70 FEET OF SOUTH 5 FEET OF LOT 13. BLOCK 15, ZEPHYRH|LLS, AS RECORDED IN PLAT BOOK 1, PAGE 54' Or THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA. REMAINDER OF EAST 70' & BLOCK 16 LOT 13 70' OF REMAINDER OF LOT 12 BLO�CK 16 RESIDENCE #38345 REMAINDER OF 05- OF LOT 11 97 ' M(89�8/6°k 69,' 70^ (0) ,s /9'.s � m EDGE OF PAVEMENT � 14TH AVENUE 60'pLAJTED R/W 20' ASPHALT : ,- ( . 1 agreeX, . have read and fully understand and provisions instrument. The undersigned states and affirms that he or she in desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by '�h- - said domicile, and same is not for rent, lease or sale. That he or she all comply with the following conditions: WITNESS PERMIT (;UN I KA4, i um %,ur- I I FLORIDA BUILDING CODE, 6th EDITION (2017) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED (TI609.3.1): Vm = 155 Va, = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET3) IMPORTANCE FACTOR: (6): RISK CATEGORY: COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psf (ASO VALUES) 58 PSF (ZONE 2, 3) (BASED ON 10 SO FT) WALL: 31 PSF (ZONE 4) 34 PSF Z AIJ INTERNAL WIND PRESSURE COEFFICIENT: +018 (ENCLOSED BUILDING) -018 P4Atv 0- FLORIDA BUILDING APPROVAL NUMBERS— — CA4 1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL , #FL20743-1-R1- 9 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL WORK SH 4, ROOF UNDERLAYMENT #FL10674A-R13. ALL At BY WOODLAND INDUSTRIES Ofte.9 pLoRib - co FLORIDA BUILDING APPROVAL #FL17206A-R4, NATj()jVAL,- A&UIL r1l A 5. MARLYNMETALS, INC METAL ROOFING - AIVO 7,H 'UOTRJCCon FLORIDA BUILDING APPROVAL #FL8393,5-R5 ANOXWwpso� 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOV� - 00 FLORIDA BUILDING APPROVAL #FL17667.1-RI . T FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1-RI. 8. OX PAPERBOARD MICHIGAN, LLO THERMO-PLY SHEATHING - DOUBLE TOP PLATE FLORIDA BUILDING APPROVAL #FL16391 A-112 HEADER NAILING: CRIPPLES (IF REQ.) HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER HEADERS FOR - 16d @ 16" STAGGERED FACE NAIL OPENINGS UP TO T-O" NAILING: USE (2) 2x4 SPF #2 2X4 WINDOW SILL REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING- FLOOR DECKING BASE PLATE MAX WALL HEIGHT FOR EACH SHED: KING STUD PPTR - 8'-0 1/4- (96 1/4-) TR/TRD800 - T-8 IW(92 1/4') ITV ,Omer'. Address: �'GE -so. SHED UP TO 12'WIDE x UP TO 24'LONG PPTR, TR/TRD800 REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING, PITCH AND PLATE SIZE COLLAR TIE REQUIRED ONLY AT 12'WIDE SHEDS, SEE TRUSS CALCULATIONS RAFTER SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL 0 DOUBLE TOP PLATE CRIPPLES (IF RED.) HEADERS FOR OPENINGS UP TO 4'-U' USE 2x4 SPF #2 OPENINGS 4'-1" TO 6'-6" USE (2) 2x6 SPF #2 OPEN114GS 6'J"TO V-U' USE (2) 2x8 SPF #2 KING STUD TRIMMER BASE P&TE FLO�EOKING AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD, TOE NAIL WITH (3) 18d NAILS, (2) ONE SIDE, (1) OTHER SIDE FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. SIMPSON H I OR USP RT15 METAL ROOFING - FL52181-P2 FOR 6-10'WDE SEE THE TRUSS SIMPSON H2.5A OR USP RT7A �—CONNECTION FOR 12'WIDE /Z DETAIL - DETAIL 4 WALL TOP PLATES < Rvmms '19MV4 SIDING IF BUILDING IS LOCATED STUDS IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED p coCounty Florida E COMPLIANCE ONE SO INCH VENT TRUSS�m&&Lor_(��61 ' FOR EVERY ONE SO FT U4 CONNNIEi�T+Gbf f*-Mf�u!nents const'tutes OF BUILDING s .7luthority to pro,_eeu W-1 I'll W rk but does nOt grant authoritY to Violate, cancel, alter or set aside any of the technical codes ICI AGV )TI CRIPWPLSTUD (3) 2X6 SPF#2 ALL 11 i - "I OD FLOR 5 16d @ 12"O.0 PREVAL PI BI G STUD NOT' L Jj� ODE AL R V L E A HEADER ASSY KING STUDS (2) 16d @ 12'O.C. STAGGERED TRIMMER HEADERS FOR TRIMMER STUD TRIMMER STUD !STUDS OPENINGS UP TO 6-0' USE (2) 2x4 SPF #2 ON THE INSIDE KING STUDS OPENINGS 6'-1" TO 8'-0- USE (2) 2x6 SPF #2 8d @ 12" OC. TRIMMER STUD REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN TRI H F R OPEN � S Uii 0 1 , E D R TAIL HEADER DETAIL FOR FOR SIDE & END WALLS ---ALE ears. N'T., �MAWMGG ZN0_ TffLE ME BUILDING SECTIONS HEADER FRAMING DETAILS FBC, 6th EDITION (2017) 165C -------------- CONTRACTOR1 0 SINGLE DOOR ASSEMBLY � TOP VIEW SCALE: NTS BOLT LATCH ON FIXED DOOR FOR Do.u.BLb UUUK A A Hill CH OLAT THE AT THE Top AND HE BOTTOM OF THE FIXED OLT TDo ATTACH EACH BOLT LATCH ASSEMBLY WITH ( #8 x 2-1/4" SQUARE DRIVE WOOD SCRVIWS- 4- EDGE NAILING— WhAt D1 B DOUBLE DOOR ASSEMBLY TOP VIEW ALE.T. I BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR Ell EXTERIOR DOOR SHEATHING 3/8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 7/16"OSB OR 7/16" OSB WITH FOIL BACKER UDOUBLE DOOR ASSEMBLY HINGE ASSEMBLY /2 SIDE VIEW 4) FRONT VIEW DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 48" x 80 1/4' ON SINGLE HUNG DOORS AND 96" x 80 114' ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1, TUFF SHED, MFG. FACILITIES IP,O.# ,Omer: Drawn By: PK Date: 12/6/16 Address: Checked By: Date: Scale: N.T.S. ROOF SHEATHING (7116" OSB) WIDTH LENGTH I FIELD NAILING I EDGE NAILING 6' 1 V-18 18d NAILS @ 12" 0,C 8d NAILS @ 4" O.C. Ral 8'-24' j8d]NAILS @12"O,C 8dNAIL Sj(CM,—,' 12'1 12,-24' 18d NAILS @ 12" O.0 8d NAILS @ 4" O.C.. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS fflAtiumaw, E OF THE ENING, 7, {BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED 0 80 H SIDES. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. 19 im a .9 n TUff SIED, INC. TrnJE ENGRNTEEPJNG DEPAR11AENT GENERALNOTES No. RICHARD I WHIS, P.E. 1777 S. HARRISON STRMT '0'. % FBC. 6th EDITION (2017) DZM� COLORADO 80210 -4 M. 96515 -8933 155C (303)753 70 N Ell 34'APA OR TECO RATED T&G FLOOR DECKING, 2X6 STEEL JOISTS @ 24" OC #10 X 3W'PAN HEAD SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24"OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREWSPACING I DTH SPACING- (wn,ors *A 0 3/8" CARRIAGE BOLT (GRADE 2) 112" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH MIN. EDGE DISTANCE = 6' ANCHOR SPACING: RE: KWIK 1. STEEL SHED FOUNDATION: 600TI25-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600SI 37-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24"O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK: 600T125-054) ICC ER-4943P, Z 3/4" ARA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 1 FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER ARA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3GALVANIZED SELF -DRILLING SCREWS. REFERENCE SPACING CHART. 5, ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED, 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x V'x 16", 4" x 8" x 16", OR 8" x 8" x 16'. BLOCKS UNDER JOISTS SPACED @ 8'4' O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-O!'O.C. MAXIMUM. N, STUD 3/8"NYLON LOCK NUT BASEPLATE FLOOR PLY 6" STEEL SHED BASE 4" CONCRETE PAD (MIN) SIDEWALL BRACKET DETAIL W�: NT,S Order #. Customer: Site Address: TUFF SHED, MFG. FACILITIE 7, In IScale: N,T,S. 2110mior, meawmwaamn THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED INC. THESE DRAWINGS ARE FOR A I= -VI TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES SIDING PART NUMBERS: OT3644BGMP- 51V'X 36"(36" IMBED) GALVANIZED AUGER ATTACH BRACKET TO REPORT NO. RAD-3060 2X4X12,.---- 7 STIJDS THRU HOLE IN OT17SWB - SIDEWALL BRACKET FOR USE VATH THRU BOLTS BLO]CK_ ANCHOR PLATE VVITFI REPORT NO. LO-FJ90129-A z 3fff'0 x 4* CARRIAGE -OR- OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B STUDS WORKING LOAD FOR ANCHOR SYSTEM IS3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBS STUD AVID w 0 IT C5 /—STUD SIDING -7--Al 6-ANCHORS PROVIDE (I AT EA. TRIM CORNERS OF THE BUILBING AND (1) AT END WALL THE CENTER OF EA. SIDE WALL, ANCHOR BRACKET Pasco County Florida EVIEWED FOR CODE COMPLIANCE TOBEFLUSH V1rTHApproval of these documents constitutes EDGE OFTRIM authority to proceed With the work but does not grant authority to violate cancel, after or set UNHEATED SPACE CONTINUOUS FOOTING NOTESaside any of the technical codes 1. TOP OF SLAB TO BE 6" PAIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL ANCHOR BOLT & BEWWF6X6WI.4xW1A. LOCATE AT PAID -DEPTH OF SLAB, - P.T. SILL PLATE SLAOR- B REINFORCEMENT SHALL BE FIBIERMESH ISO OR BLENDED PER NOTES BELOW FIBERMESHISO- FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W1 MIN, I FOUND PER CUBIC YARD OF CONCRETE. 21 ALL FOOTING FORMS SMALL BE INSPECTED FOR SIZE AND REINFORCING #4 CONTINUOUS BEFORE PO4JRING CONCRETE. TOP & BOTTOM 3� FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, 1 3/4' OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL CONCRETE FLOOR BEARING PRESSURE is 1000 PSF AT 12'BELOW GRADE. 4, CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI. 5. REINFORCING STEEL, A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER, SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 112'DIA X 7'LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5'INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6 OC. B n SI C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH I BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT INF C MENT DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS 3' CLR, N BELOW ARE REQUIRED PER SIDE OF THE BUILDING. TYR. I I NOTE: FOR BUILDINGS IV AND LONGER OR ANY BUILDING DESIGNED AS A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD TIHII KE4ED LAB DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS. FOUNDATION DET�' RICHARD L WHIS, P.E. 1777 S. HARRISON STREET DMWEP, COLORADO 80210 (303) 753-8833 Eff. 96315 A F L 3X4 20 PLATES T-O" 1 EACH SIDE 3, 12 4 CD O cue 3X4 20 PLATES 1 SIDE CH SIDE C? 4'-U' 4_2 112- 12 T-1 41 Ira DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD =10 PSF COLLAR TIE DEAD LOAD = 5 PSF FBC, 6th EDITION (2017),2012 IBC ANSI/TPI 1-2007 TRUSSES TO BE SPACED @ 24' OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPL REP MEMBER INCREASE: YES LUMBER D,O.L.: 1.25 WIND: ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 019FURNE"im 3X4 20 GAP TES ro SIDE 6'-0" 1 CH SIDE :-,3,, 12 4 3X6 20 GA PLATES I EACH SIDE on 6.4' IT-O" 6'SFAN REACTIONS: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. — 3X4 20 GA PLATES 1 EACH SIDE 9 611612 3X4 20 GA PLATES 1 EACH SIDE 4,3 1 7 12 22-5' ev I B'SPAN PA REACTIONS: CTiONS: MAX. VERTICAL: 255 LBS. MAX, VERTICAL: 300 LBS. MAX. UPLIFT: -195 LBS. MAX. UPLIFT: -250 LBS. NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 16FT UNLESS CEIL TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDEJ Order #. 14 Customer: TUFFSBEDINC. ENGDUMMG RICHARD J. WffLS, P.E. TUFF SHED, MFG. FACILITIES 1777 S. HARRISON STREET DM4VMR, COLORADO 80210 iTE—CORD. (303) 753-8833 Eff. 96315 mm I 3X4 20 GA PLATES I EACH SIDE 5, s 12' SPAN REACTIONS: MAX. VERTICAL: 420 LBS. MAK UPLIFT: -290 LBS_ NOTE: -DING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS JOIST OR OTHER UP TO 20FT UNLESS CEILING JOIST OR OTHEF TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL 0.06 in. VER3T,166jriy Florida REVIEWED FOR CODE COMPLIANCE Approval of these documents constitutes authority to proceed with the work but does not grant authority to violate, cancel, after or set aside any of the technical codes TrTLE TRUSS DETAILS FBC, 6th EDITION (2017) 155C