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Home My WebLink About18-20228 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-Ci020 20228 BUILDING PERMIT PERMIT INFORMATION . LOCATION INFORMATION Permit Number: 20228 Address: 3875 CORREIA DR Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: PARK PLACE CENTER Est. Value: Parcel Number: 19-26-21-0010-00000-0070 Improv. Cost: 654,400.00 OWNER INFORMATION Date Issued: 9/11/2018 Name: CHANCEY PARTNERS LLC Total Fees: 8,298.90 Address: 6154 FORT KING RD Amount Paid: 8,298.90 ZEPHYRHILLS FL 33542 Date Paid: 9/11/2018 Phone: Work Desc: CONSTRUCT SHELL#2 BUILDING 10,000 SQ FT CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 3,456.29 FIRST CLASS ELECTRIC INC ELECTRICAL FEE 745.88 HARRIS SERVICES UNLIMITED PLUMBING FEE 497.25 PUBLIC FEE 1% 50.48 POLICE IMPACT FEE 1,650.00 FIRE IMPACT FEE 1,730.00 PUBLIC SAFETY 5% 169.00 t v� Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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 with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications 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. MTk-AETO SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ca ` 1. ALL CUR13 RADII TO It 4 F A UNLESS OTHERWIS NQ .. t 2. ALL DIMENSIONS FOR INTER L PARKING LOOS{' FACE OF CURB, UNLESS OTHERWISE NOTED. ; 1 3. CONCRETE SIDEWALK RAMPS SHALL BE INaT _ ACCORDING TO F.D.O.T. IND` 304 OR A.Q.A. ST pKI - WHICHEVER IS MORE RESTRI TNE. 4 �� 4. RETAINING WALLS SHALL BE �EONSTRUCTEDIN 6011 (GFAVITY 4-Xl ACCORDANCE WITH FDOT INX r STRU AN ALTERNATIVE DESIGN BY A LICENSED EK t ENGINEER. cl. +� BUILDING R EF }U4 t, t: r BUILDING OUTLINE BASED`1UPON PLANS PRd FWWH ARCHITECTS, WITH AN ISSUE DATE OF 0 D.W. Smith,`M.S.P.E. #53608 Projects Consulting Engineer 9909 Wallaston Drive Dade City,Florida 33525 Phone/Text: (813)469-2289 Email: dwsflneAearthlink.net June 5, 2019 To: Whom it may Concern City of Zephyrhills Building Department 5335 8« Street Zephyrhills,Florida 33542 REF: Permit#: ZC)Z-2A 80' x 125' x24' eve 10,000 sq ft Steel Building Shell only Address: 3875 Correia Drive Zephyrhills,Florida 33540 This letter is to certify that all structural steel framing components, connections and fasteners of the all steel building related to permit # 2022"z':'� have been inspected and found to be installed in agreement with my approved sealed plans and specifications. I further state that all field welding was, to the best of my knowledge— based on the quality of the welds, performed by certified welders and the welded connections are in compliance with AWS Standards. Tightening torques for bolts used in this structure were found to be in agreement with following specifications. 1/" A307 grade bolts used @ purlins, laps & girts tightening torque=45 ft lbs Y2" A325 grade bolts used *columns tightening torque=100 ft lbs 5/8"A325 grade bolts used @end wall rafters tightening torque= 145 ft lbs %" anchor bolt nuts (Tyson or Simpson tightening torque =105 ft lbs If you have any fig' .lase contact me at any of the above numbers. a� ELTa 41 ®�'� R spectfull 0-1-53608 11 David W. 4 P*ATE OF ®04. 'Vao ea oft p®®��O N S R l�� N Sunstate Aluminumn-3875 Correia Rd-10,000 sq,ft Metal Building#2- Shell Column SQ. FEET PRICE MAIN OR LIVING: 10,000 $ 65.44 type vb OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 654,400.00 FEE SHEET $ 3,315.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 3,456.30 ELECTRICAL: $ 745.88 PLUMBING: $ 497.25 MECHANICAL: SUB-TOTAL $ 4,699.43 PUBLIC FEE $ 50.48 TOTAL $ 4,749.91 SEWER: at b/o WATER: at b/o IRRIGATION: $ - TOTAL: $ - WATER METER:1 at b/o IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: at b/o INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 1,650.00 FIRE $ 1,730.00 5% $ 169.00 TOTAL: $ 3,549.00 SUB-TOTAL $ 8,298.91 PARK IMPACT FEES na SIPS: na 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: at b/o 99% $ 1% $ - TOTAL: $ 8,298.91 11111111111 Rept:19958 0 ec: �� IT: 0.00 2018169875 10/05/2018 E. M., Diaty Clerk Permit No. v Parcel ID No 19 n l- NOTICE OF COMMENCEMENT State of 19�1, County of :7:�C7 - THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713.Florida Statutes, the following information is provided In this Notice of Commencement Q 1. Description of Property: Parcel Identification No. �. / U Street Address: Zan.- f!�'-Q.R.Es\ C1X-jtnm 2. General Description of Improvement 3. Owner Information or Lessee Information he Lessee contracted for the Improvement: Address /'� city State_ Interest In Property: �✓�r+ Name of Fee Simple Titleholder Of different from Owner listed above) Address ty State 4. Contractor. bts e � Address City. State •' • �® Contractors Telephone No.: �P o 5. Surety. In 00 Name V a Address City Amount of Bond:9 Telephone No.: ja o A� 6. Lender. •. ��`' Name Address City State < Lenders Telephone No., C -n I (n 7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by (j 3' Section 713.13(1)(a)(7),Florida Statutes: O O O Name 0 < � nn M D < OOmr-- ;0 0 Address city State O Z c m 1 � Telephone Number of Designated Person: T W t7 8. In addition to himself,the owner designates of_ n n 2 to receive a copy of the Uenoes Notice as provided In Section 713.13(1)(b),Florida Statutes. >O m 0 Telephone Number of Person or Entity Designated by Owner. 'TI C) -< ---I C — OOmZ 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the 0 X7 TI M --I contractor,but will be one year from the date of recording unless a different date is specified): O W_ _ O WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT t7 (n Z m m ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN ITT 4 0 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE -0 ZE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT C N r —Ct) 0 O D WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Q C Z Under penalty of pequry,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best C) r "il n of my knowledge and belief. i- IT! lnmm - O STATE OF FLORIDA T. M D COUNTY OF PASCO or or Lessee,or Owners ed `cee Y Signatory's Title/Office The foregoing Instrument was admowledged before me lt)Ig day of L,20,g by as ow le rt4r9zzlF, (type of authority,e.g.,officer,trustee,attorney in fed)for (name f party on behalf ooff who nstrument w s executed). Personally Knowr OEI Produced Identification❑ Notary Signal Type of Identification Produced Name(Print) /e Del �L A? rd 6H1116ENKOELCOTTO •� ° 10/05/2018 0:5 am 1 of yI :p A; Notary Public-state of PlotiU OR BK 9-19,9 PG 3423 ' i Commission M FF n 26.2 's� ,��7•'�My Cof t,Expires Jun 2b.2020 3 '•'tg;,;,p`C• ggyw�plpbNNWnarNolaryAssn. wpdata/bcs/neOxwmmencemenLpc053048 "' "e 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department DateRecelved Phone Contact for Permitting 1( ryrrrrrT... ......6&AJJ. ............ Owner Phone Number 0��Owner's Name Owner's Address X- Owner Phone Number n Fee Simple1itleholder Name Owner Phone Number Fee Simpic,i1itleholderAddress'. JOB ADDRESS LOT# '99� Gv3 A SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN Q Q DEMOLISH e INSTALL B REPAIR PROPOSED USE 0 SFR = COMM OTHER TYPE OF CONSTRUCTION 0,. BLOCK FRAME STEEL DESCRIPTION ON OF WORK ma 7,Q L I BUILDINGI IZE F so E� FOOTAGE HEIGHT F-1EIUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY = W.R.E.C. PLUMBING 1$ =M'ECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO ------------ --0 ............... BUILDER COMPANY SIGNATURE REGISTERED Y N FEE CURREN N_L_j Addre s is, License# ELECTRICIAN COMPANY -SIGNATURE REGISTERED Y'/ N FEE CURREN Addrqa s License#' .:4 PLUMBilt'! COMPANY SIGNATURE fpc_ REGISTERED FEE CURREN Addrqss ij 3o t 0-- F- License# CF r MECHANICAL, COMPANY, SIGNATURE: 'REGISTERED FEE CURREN Address License# 1. CpM ANY SIGNATURE REGISTERED Y/ N ..FEE CURREI\. _Y_/_N_j Address, License# H* Attach.:(2)'olot,plani,,�(2isets.*bf Building Plans;',(l)s' of !!W 06nnii fbi_'r1ew"'-.,construction.',. at , Efiergy_Forms;R�6 Minimum t6lic10y working days after submlttal'date. Required onsite,Co6itructionFidnsf Stormwatet'Plans.w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisloins/large 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(10)working days after submittal date'. Required onsite,Construction Plans,Stormwater Plans wl Silt Fe rice installed, Sanitary.Facilifies&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach Ms4ts.ofEngineered Plans. ****PROPERTY SURVEY required for all NEW,construction. Fill.out application completely. Ownerr&Contractor sign:back of.application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agentffor'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) Reto"Ofs if"shingles Sewers Service Upgrades A/C Fences"(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 fo 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.,ap'ply 4oir 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-coritractor(s)"sign' portions-of the "contractor Block of this-application for which they-will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting;,.privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and-Recourse Recovery.Fees may apply to the construction of.new.buildings, change-of use in existing buildings, or expansion of existing buildings,,as specified in Pasco County Ordinance number 89-0.7,and, 90-07, as amended: -The undersigned-also understands, that such fees, as maybe-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): If valuation of work.is$2,500.00 or more, I certify-that I, the applicant,-have been provided with a copy- of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the. Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S&AFFIDAVIT: I certify°that,all:-the•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,perm,it and-that all work will:be performed to meet standards of all laws regulating construction, County and City codes,'zoning "regulations, and 'land development regulations in' the jurisdiction. I also certify that I understand that the regulations of other government agencies may'apply to.the intended work, and that it is .my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas-and Environmentally Sensitive I Lands,Water/WastewaterTreatment; Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering ' Watercourses. ArmyCorps of Engineers-Seawalls, Docks,`Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Ptotection A- '-`y Asbestos abatement. - Federal Aviation Authority-Runways. understand that the following restrictions.apply:to-the use of till: Use of fill is not.allowed in'Flood Zone-'"V" unless'expressly permitted. If the fill material isi 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:nthe-attached permit application, for lots less than one (1) z acre which are"elevated by fill l—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, i plumbing, signs, wells, pools, -air conditioning,,gas, or other installations-not specifically included in the application.i 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 f unless the.work authorized by.-:such permit is commenced within six months.of permit issuance, or if work authorizedjby the permit is suspended or abandoned for a period of six(6) months after'the time the work ispommenced. 'An extension may be requested, in writing, from.the Building Official-for a period not-to exceed ninety (90) days and will demonstrate i justifiable cause for the extension. If work ceases for ninety(90)"consecutive days,the job is considered abandoned: 1 I 1 WARNING TO-OWNER: YOUR FAILURE,TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR E PAYING TWIC FOR IMPROVEMENTS:TO.YOUR PROPERTY."'IF YOU INTENDI TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTO CORDING-YOUR.NOTICE OE=qQMygM20MT. } FLORIDA JURAT(F.S.117.03) OWNER OR AGENT �CONTRACTGK Subscribed and a is Subsc' before-me this Who Is/ personally known to me-or has/have produced Who Is/are personally known to me or has/have produced as identification. as Identification. _ Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped S. C ,� COUNTY P AS DEVELLOPMOPMPASC ENT SERVICES 8731 Citizens Drive Date: 1/2/2019 COUNTY PLORIDA New Port Richey, FL 34654 OPEN SPACES.111B A..W PfnCES. 727-847-2411 ** NOT A PERMIT ** Receipt#: 1819492 FEE DESCRIPTION ACCOUNT CODE UNITS INVOICE# FEE AMOUNT PAID RECEIPT# DATE Impact Fee Residential Solid 24503100-329010 1.00 1414967 $972.43 $972.43 1819492 112/19 Waste Condo, Multi-Family MH in Park, per Unit TOTALS: $972.43 $972.43 Receipt# Paid By Check# CC Auth# Cashier ID Workstation Receipt Date Amt Paid 1819492 Check 1621 557 BCCCP69W 01/02/2019 $972.43 Total Payments: $972.43 Pavor Address Phone Chancey Partners LLC 3905 Correira Dr 8139970636 Comments: Solid Waste While you will be paying your bill with Pasco County Development Services,the full amount of the credit card or a-check fees,NOT shown above,is collected by First Billing payment services. MyReports/reports//PASCOPROD/PASCO/ReceiptPOS_V6.rpt 1/2/2019 Page 1 of 1 FL�HiDfl- O�A,O� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 22- t-5 Site: Permit Type: izz- Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ �2 2 This comment sheet shall be kept with the permit and/or plans. j4lf Burge s6)-Building Official Date Contractor and/or Ho-m--e-owner (Required when comments are present) 4vubruorreia Dr. 10,000 sqft Vd t)00-0 7v Column ts SQ. FEET PRICE MAIN OR LIVING: 10,000 $ 65.44 Type VB OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 654,400.00 FEE SHEET $ 3,315.00 ADDRESS $ 40.00 DRIVEWAY $ 40.00 BUILDING: $ 3,461.30 ELECTRICAL: PLUMBING: MECHANICAL: SUB-TOTAL $ 3,461.30 Public Fee 1% $ 34.61 TOTAL $ 3,495.91 SEWER: WATER: IRRIGATION: $ TOTAL: $ WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 300.00 , INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 300.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,650.00 FIRE $ 1,730.00 5% $ 169.00 TOTAL: $ 3,549.00 SUB-TOTAL $ 7,344.91 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - - TOTAL: $ T I F'S: $ 10,650.00 Warehouse 99% $ 10,543.50 1% $ 106.50 TOTAL: $ 17,994.91 ZEPHYRHILLS FIRE DEPARTMENT 3841.0 6tfi AVe ZephyrhillS', Fl_ 33542 -FIRE SERVICE,USER FEES incfease.1/1/2018 Occupancy'No... Plan No.: Contractor: ' Rusiness:Name:: '�nAAWW F4PQKt Billing Address: r- `Business Address: : . o - i;irrea Business:Phone No.: Billing Phone No.; Business Fax No. :: Billing Fax No.` Contact` Contact: PLAN REVIEW FEES INSPECTION FEES' PERMIT FEE, Annual- Education,healthcare,De. obo C�"ro tention&Correctional Public tat - Assembly,Business, schools, Storage,:Mercantile and :Churches . Site Plan N/C Industrial. no,charge. Sprinkler $50. Multi-Family/Commercial . .03 if up to 800 sq ft $ 24.00: Standpipes $50 - (Minimum Charge$24.00 801 1,500 sq ft: $ 34:52 Fire Pump $50 Q Plan Revisions DBL 1,501=.2;500 sg ft" $ - 60.02 Hoods .$50" 2,501-3,500'sq It $: . 90.02 Fire.Alarm . . $50. SPRINKLER SYSTEMS 3,501-5,000 sq ft $ • .127.52 LP Gas $50 " H0=.25 Heads $50 5,501-7,500"so ft $ .187.52 Natural Gas: $50 -26-plus Heads. ,$100 7,501-10,000 sq ft $ 262.52 F' el.Tanks- pertank $50' .STANDPIPE SYSTEM 10;001=15,000sq ft. $ 375.02 Sparklers. -$100 a Per Riser. $50. 15,001=20,000 sq ft'. $ .525.02 Fire Works. $500 FIRE,PUMP 20,001-30,000:sq ft $ - -750.02 Camp Flre(recreation: --$25 Q Per.Puntp $100 30,001-40'' 00 sq ft $ 1;050.02 Controlled:Bum(15da. $100 FIRE ALARM SYSTEM 40,Q01=6fl,00Q sq ft $ 1;5Q0A2° Hood/Duet : $54 0-25 Devices $50. 60,71 001-80;000 sq ft . $:2,100.02: Place of Assembly $50 Annual 80,001-($2,100.02)per 26 plus Devices. $100 , ea;add;1,000sq ft'. . . $ 0.06 Fire Protection, $25 SUPPRESSION SYSTEMS (Business closed until.: Flammable'Applicatlgn $50. :Annu'al Wet $50: violations corrected) Waste Tire Storage° $50 Annual - Dry $50 SPRINKLER SYSTEMS Generator<KW. ' $100 CO2 . $50 Hydro Undergrounds $45 - Generator'>30 KW $100 Other $50 Hydrostatic Test $65 per system Bio-Hazard:Waste .$100 •Annuai KITCHEN EXHAUST Acceptance Test $45 Per system Fumigation,Tenting. $50- Ho6d/Du6ts . $50 Hydrant Flow .$75 Torch Pot/Applied $50 OTHER Haz:;Materials; . . $50 Annual LP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tank•Installation $50: System.Acceptance $50 (Per Tank). $50. Recall Acceptance $50 . . ;Natural Gas Installation: $50 -OTHER . (Per System} Fire WaI11Si_noke Wall .$15. per wall Spray Booth $50. : :LP Gas $25 .. per tank Natural Gas $25_ • : per system: Tent 10'x10'or greater $15 . per tent Fire Pump $45 Fire Suppression $30: System:Acceptance: . Exhaust Hood/Duct $30 -Re-inspection DBL . . (other than annual) inspection scheduled DBL and cancelled-less than. 24 hours eConstruction Insp. N/C Emergency Vehicle Acce $50 PLANS TOTAL Co INSPECTION TOTAL PERMIT TOTAL" GRAND TOTAL :Comments Date: a. Inspector:, see back . : . mh' . . '.' . t` { � 14QR1Utl�Y C' s Cit of Zephyr hills. �J� �Y p Yr BUILDING PLAN REVIEW COMMENTSS� Contractor/Homeowner: Date Received: 8-2z-16 Site: Permit Type: (7Y, Approved w/no comments:2"" Approved w/the below comments: ❑ Denied w/the below comments: ❑ I This comment sheet shall be kept with the permit and/or plans. Gene Brown—Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) LANDMARK ENTERPRISE, INC. 11138 HANNAWAY DR. RIVERVIEW, FL 33578 DATE: 8/13/18 , PARK PLACE SEVEN - JOB NO: 5470 BUILDING SIZE: WIDTH 80 ft. LENGTH 125 ft. ALL WORK SHALL COMPLY WITH PREVAILING-,. SAVE HT 20.67 ft. JOB SITE: ZEPHYRHILLS, FL 33540 CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, To Whom It May Concern: AND THE CITY OF ZEPHYRHILLS . This Letter of Design Certification ensures that primary and secondary ORDINANCES framing furnished by Metal Building Manufacturer are designed in accordance with information specified to Metal Building Manufacturer on the order documents and summarized by loading information below. DESIGN LOAD CRITERIA: Building Code:FBC 17/6th Edition Roof Dead Load(D) : 2.000 psf plus wt. of metal bldg structure Roof Live Load(Lr) : 20.00 psf Tributary Live Load Reduction:Yes Collateral Load(C) 3 psf Seismic Use Group II - Normal Building Risk Category II - Normal Seismic Site Class D Wind Speed Ultimate 140 mph Mapped Response (Ss) 0.0690 Nominal 108.44 mph Mapped Response (S1) 0.0350 Wind Exp. Cat B Design Response (Sds) 0.0736 Serviceability Wind 10 -year MRI Design Response (Shc) 0.0560 _�_==-�'EricT"osure=T"-e - -----•- Ehc2o`sed°''"'""='=""Ri i`tl'FradCe==''i=(Cs?==_,.�_.0:-0100-------_--=__._�__„��._��.�_.____�:_..._�_._.----._._.._._._-.��._-_.____--_:,: Internal Wind Coef. -0.18/0.18 Design Category (SDC) A Seismic Importance 1.00 COMPONENTS & CLADDING (unfactored) Wall Field Suction -34.930 psf Wall Edge Suction -42.910 psf REFERENCE DESIGN STANDARDS: *AISC Specification for Structural Steel Buildings-Allowable stress design, 360-10. *AISI North-American Specification for the Design of Cold-Formed Steel Structural \C NiC Vy UHF C I Members, 2012 Edition. � �/ *MBMA Low Rise Building Systems Manual,Latest Edition. CITY OF ZEPH 1 �H . *AISC Design Guide 3,"Serviceability Design Consideration for Steel Buildings,Second Edition" PLANS EXAMINER *AWS Latest Edition of Structural Welding Code-Steel. * FBC 17/6th Edition are using the ASCE7-10. This certification is limited to the structural design of the frames, secondary, and roof/wall covering manufactured or supplied by Metal Building Manufacturer only and excludes Accessory items such as doors, windows,louvers, translucent panels, and ventilators. This certification specifically excludes any foundation, masonry, erection of building and general contract work. The undersigned is not the engineer of record for the overall project. Sincerely, WAYNE BRAD BAKER, P.E. �R �� Wayne Brad Bak. r, Y.E. �E- S % 235 Sanders Ra id Hahira, GA 31632 . N . 5882 229-834-4693 : - S ATE OF jQ11�1� Rcpt5880 DS: IT: 0.00 I I F11 I 111[13 MR11 0.00 2018169875 10/05/2028 E. M. , Dpty Clerk Permit No. 9 V2 Parcel ID No I Cl opal NOTICE OF COMMENCEMENT State of 0,%miz- County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: I. Description of Property: Parcel Identification No. 1.10�1 SkA r1nin C31—COP-9 Street Address: 2f?�� CM 4.j 2. General Description of Improvement ? J 3. Owner Information or Lessee riformation if the Lessee contracted for the improvement: Nam�!li j ATdress C Tly State Interest in Property: Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4. Contractor. LL hame Address V2 city % State Contractor's Telephone No.: 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address city State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienoi's Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Her or Lessee,or Owners or ce Signatory's Title/Office The foregoing instrument was acknowledged before me day of 7- ,20/1,by as LA)..C- X-7-2)6:& (type of authority,e.g.,officer,trustee,attorney in fact)for (name Pf party on behalf of wh nstrument w s executed). Personally Known%,QR Produced Identification 0 Notary Slgnat .� Type of Identification Produced Name(Print) —PAUL-A—S-,(P—NEI1.--,PhD P-ASC-0-CLERK-&-00FP-M0ELL-,, smIRDEN K DEL COTTO/ 10/05/2018 10:51am 1 of 1 Notary Public-State of fill OR 11K 9798 PG 3423 Commission # FF 9 058 My Comm.Expires i6n 26.2020 Assn. BorMillftogh Naljo6l Notary Plot, wpdata/bcs/noticecommencement-pcD53048 .\ i Ytp�µ J�� \\`\ ._ 1 SOIL COMPACTION TO 95% OF MODIFIED PROCTER SOIL BEARING CAPACITY VALUE OF1000 LBS/SQ FT MINIMUM PREVAILING��Y ALL WORK SHALL COMPLY '"Rig SLAB&FOOTING POURED �Y, SIMULTANEOUSLY WITH PIERS CODES FLORIDA BUILDING CODE, 4000 PSI W 6'x6' #10-10 WWM OVER NATIONAL ELECTRIC CODE, 6 MIL POLYFILM /EDGES LAPPED 6' D &TAPED, OVER CLEAN COMPACTED 31'-3' 31'-3' T 31'-3' ' HE CITY YRHILLS TERMITE TREATED SOIL R INANCES r------------- I I CF-3 I I CF-3 1 I I I i CF-1I-I-' CF-1 -I- CF-W--4A- I I I I i I &L WORK SHALL CO PLY I / P\ A RDII I I I - CF-2 I I I >CF-2- - - - - - -rSLAB&F❑❑PING P❑URED CTIYOF SA Y FI C10L❑NG A#5 HAIRPINSREANDLIFE I PPR❑X) SIMULTANEOUSLY WITH PIERS TYPICAL @ ALL CF-1 3000 PSI W 6'x6' #10-10 WWM OVER v1tir 04 TE Ic7CiJ I I 1 6 MIL P❑LYFILM W/EDGES LAPPED 6'I C OF Z HYR I &TAPED. OVER CLEAN COMPACTED Ph4 ills E fLc, ) Z„ I TERMITE TREATED SOIL I�ER — CF-2 I I I >CF-2 �\AfrCr� o o - - - - - - - - - -I- - - - - - -r - -j I I 1' DEEP SAW CUT o i I 4 T❑ 12 HRS AFTER P❑URING I o ?55�l T�2--'`•(- I I SAW CUT J❑INT(TYPICAL) I I TcJ� F CF-2 I I I CF-2 --- ___I_____I d j I I I I ,r�.��•'��CENSF ••,.i ii - CF-1 I —— I Ni/tf-CFJ 1 .49J �F3 �� oc� OR1O .•• 2'-6' ,t� I� '••�o ��G��♦ 31'-3' 31'-3' 31'-3' 31'-3' tff -bbl D SEE PIER DETAILS ON SHTkFND 2 I HEREBY CERTIFY THAT I HAVE D.W. SMITH M.S.f PE. 53608 PREPARED THIS PLAN AND IN COMPLIANCE f WITH ASCE 7-10 AND THE FLMM PR]FESSINAL ENGIEER LICENSE 53608 FLORIDA BUILDING CODE 2017 6TH EDITIIN! PROJECTS CONSULTING ENGINEER NOTES 9909 WA.LASm,TRVC-DAD(CITY.FLI0A 33525 ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN f►oe•813 469 2289 T 1-ae6� E- t ER RIZE ALL ANCHOR BOLTS SIZES TO BE AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN 1na°cr 8O x I F 8MWOM P1.84 j BASE ANGLE TO BE FASTENED ® 24 O.C. W/ DRNE PINS ° ofsf;tt orrsJ 0 It: OS I OEK E DAVID W. SMITH, M.S., PE*53608 ID L$C 88c 0012 a CEl R°1 2 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS ENGINEER'S NOTES: STRUCTURE Is 1,000PSF. DESIGNED IN COMPLIANCE WITH ASCE 7-10 AND THE 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER FLORIDA BUILDING CODE 2017 6TH EDITION 3/4' DIA X 36' LONG AND NEED FOR RE-INS AND TREATMENT CONTRACT RENEWAL SHALL BE ASTMA-307 STEEL ANCHOR 6'-6'/#10-#10WWM PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR DESIGN WIND SPEED = 140MPHult/110MPHasd #5 HAIRPIN BOLTS EMBEDDED INTO PIER ELECTRIC PANEL FBC 104.26 WIND RISK CATEGORY=II (10' LONG APPROX) 33' (MIN 2 1/2' PROJECTION) WIND EXPOSURE = B 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,BETWEEN WALL ENCLOSED STRUCTURE -- COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES INTERNAL PRESS. COEF. = +/- 0.18 �p X 6' X 4' 3000 PSl I EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN "THICK INTERNAL PRESS. COEF. = +/- 0.18 CONCRETE PIER ADHERED DIRECTLY TO THE FOUNDATION WALL. WITH (8) #5 REBARS BOTH WAYS TOP & SOIL COMPACTION TO 95% OF MODIFIED PROCTER BOTTOM EQ SPACED APPROX 8' OC W/ 3' MIN CVR SOIL BEARING CAPACITY VALUE OF 1,000 LBS /SO FT MINIMUM & #3 VERT @ CORNERS & APPROX 16' D.C. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. CONCRETE NOTES: 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OF FORMED. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). USING ' X 6' 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY 3' HOOK CTYP CF-2 TYPICAL FOOTER DETAIL COMPRESSIVE STRENGHT OF 3,000 PSI. OF TRAPS,ETC.SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. 3/4' DIA X 36' LONG PERMANENT FORMS MUST BE OF A SIZE&DEPTH THAT WILL ELIMINATE THE ASTMA-307 STEEL ANCHOR 6'-6'/#10-#IOWWM DISTRUBANCE OF SOIL AFTER THE TREATMENT. 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE #5 ASLTS INTO PIER ACI PUBLICATIONS: 301-72, 318-77, 347-68, AND SP-5 #5(10 HAIRPIN LONG APPROX) 33' (MIN 2 EMBEDDED1/2 PIEI❑N) 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. 301-72. RETREATMENT IS REQUIRED. 3. REINFORCING STEEL SHALL MEET ASTM A615. GRADE 40. i --;- 'x4'x 4' 3000 PSI 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER ` _� CONCRETE PIER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS WITH (6) #5 REBARS BOTH WAYS TOP & BOTTOM EQ SPACED APPROX 8' OC W/ 3' MIN CVR & #3 VERT @ CORNERS & APPROX 16' ❑.C FOLLOWS: . 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER BEAMS ABOVE GRADE: 1 1/2' CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY { SLAB ON GROUND CENTERED SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. FOOTINGS: 3' @ SIDES & 3' @ BOTTOM GRADE BEAMS 1 1/2' TOP, 2' @ SIDES & 3' @ BOTTOMS ' X 4 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT. COLUMNS 1 1/2' 3' HOOK CTYP CF-2 TYPICAL FOOTER DETAIL 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING STRUCTURAL SLAB 3/4' DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFI 5. 6'-6'/#10-#10 WELDED WIRE MESH SHALL BE IN 3/4' DIA X 24' LONG 6'-6'/#10-#10WWM OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL ACCORDANCE WITH ASTM A185. ASTMA-307 STEEL ANCHOR STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE k2'-6 EMBEDDED INTO PIER 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR MIN 2 1/2' PROJECTION) PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF DIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTRAL __ �__ AGRICULTURE AND CONSUMER SERVICE. DRAWINGS. 'x2'-6'x2'-6' 3000 PSI ZoRETE PIER 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING (4) #5 REBARS BOTH WAYS TOP & BOTTOM REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS AND SHORING AND THE DESIGN OF THE SAME DURING SPACED APPROX 8' OC W/ 3' MIN CVR INCLUDES ALL GRADE STAKES,TUB TRAP BOXES,FORMS,OR OTHER CONSTRUCTION. 3 VERT @ CORNERS & APPROX 12' D.C. CELLULOSE CONTAINING MATERIAL 8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE O❑K (TYP) 13. NO WOOD,VEGETATION STUMP,CARDBOARD,TRASH,ETC. SHALL BE DRAWINGS. CF-3 TYPICAL FOOTER DETAIL BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION FOOTING NOTES: WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING ____ _ -�- MARK FOOTING SIZE REINFORCEMENT REMARKS DRAWINGS FOR THE EXACT LOCATION AND ARRANGEMENT OF ANY Ell� - CF-1 6' X 6' X4' (8) I)-5 EQ SPACED BOTH WAYS 2-LAYERS OF 5 T&B W/ 3 VERTICALS& 5 HAIRPINS 2)#5 CONTINUOUS X4'LX4' PADS, SUPPORT FRAMES ETC. REQUIRED FOR MECHANICAL AND THRU PIER FOOTERS CF-2 4 W H (6) #-5 EQ SPACED BOTH WAYS 2-LAYERS OF 5 T&B W/ f3 VERTICA S& 5 HAIRPINS ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTURAL k� (4) -5 EQ SPACED BOTH WAYS 2-LAYERS OF 5 T&B W 3 VERTICALS& 5 HAIRPINS DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH 12" W X 16" H 2 - #5 CONTINUOUS 5 BARS CONTINUOUS THRU PIER FOOTERS OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. 4'/3000 PSI CONCRETE SLAB TO BE PLACED IN CONCRETE. W/ 6'x6' #10-10 WWM OVER �� V 6 MIL POLYFILM W/EDGES LAPPED 6' ®� •°•°• ® TIFY THAT I HAVE W &TAPED. OVER CLEAN COMPACTED °� \ •° • 11 . S MITH,M•S•, P E. # 5 3 6 0 8 11. ANY CONFLICTS BETWEEN STRUCTURAL DRAWINGS AND/❑R TERMITE TREATED SOIL POURED �° ° �Tf WITH FOOTERS W/2 #5 REBAR CONTINUOUS'' Fi m ° ° LAN IN COMPLIANCE FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WITH PIERS PER PLAN AND PIER DETAILS 4 ; ITH Al �7-10 AND THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK AFFECTED. WF'-1 TYPICAL FOOTER DETAIL • &A UIL)INN( CODE 2 7 6TH ITION PROJECTS CONSULTING ENGINEER ° 9909 WALLAST0N DRIVE-DADE CITY, FLORIDA 33525 12. REINFORCEMENT: 6'-6"/#10-#10 WOVEN WIRE MESH. ® ®; STATE OF PHONE# 813 469 2289 FAX# 352-521-0867 E-MAIL' dwsflpe@earthUnk.net NOTES: °¢0.6.6.8°�• LANDMARK ENTERPRIZE ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET F1 ANCHOR BOLT PLAN • PROJECT 80' X 125' FOUNDATION PLAN ALL ANCHOR BOLTS SIZES TO BE AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN ,� ONA1. DESIGN: DWS DRAFT: DS CHECK:DWSPE E1 PROJECT WrDMARK ENTERPRIZE DATE: 6/18/2018 18 2018 SHI FND 2 OF 2 BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS DAVID W. SMITH, M.S., PE.#53608 ADDRESS ZEPHYRHI.Ls FLORIDA REFER TO ANCHOR BOLT PLAN SHEET 1 BUILDING PROFILE 10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNUG TiGHT, LINO. 11) ANCHOR BOLTS 3/4" IN DIAMETER THRU 1 1/4"IN DIAMETER CONFORM TO A.S.T.M. 11554 OR. 36. ✓N4Q Width (ft) = 80 Eave Height (ft) = 24 H/S ANCHOR BOLTS 1 2' IN DIAMETER CONFORM TO A.S.T.M.A-307. D)ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, CABLE AND RODS SHALL RECEIVE ONE COAT OF STANDARD RED �p� �) Length (ft)= 125 Roof Slope (Rise/12) = 0.5:12 SHOP PRIMER. E) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS Kt V t 1iV uATE STIPULATED OTHERWISE IN THE CONTRACT. l _ BUILDING LOADS APPROVAL NOTES I CITY OF ZEPHYR A) THIS IS TO CERTIFY THAT THIS STRUCTU THE IS DESIGNED UTILIZING LOADS PViNS EXAMINER INDICATED AND APPLIED AS REQUIRED BY FBC 17/6TH ED 11N THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: j� �\ . _I�r4,p p,�ar)C J B) THIS CEAf1FICAI1ON IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING A) R IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: //l? / �,j"l I✓•"� PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. 1) BE R ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS,TRANSLUCENT ARECONTRASTING INK PANELS,VENTILATORS ) HAVE MADE IN N CONTONTRS OF CHANGE SLY INDICATED. 7��L NOT INCLUDED.ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS. MECHANICAL EQUIPMENT AND 3) BE LEGIBLE AND UNAMBIGUOUS. THE ERECTION AND INSPECTION OF LIE BUILDING.THE BUILDING SHOULD BE ERECTED ON A B) RAPID SIGNATURE IS REQUIRED ON ALL PAGES. FLORIDA PRODUCT APPROVAL NUMBER DRAWING INDEX PROPERLY DESIGNED FOUNDATION IN ACCORDANCE V.1111 i1H T BUIL MA DING NUFACTUR ES ERS DESIGN MANUAL,THE AiTACHffD DRAWINGS,AND GOOD ERECTION PRACTICES. THE END USER AND/OR C) MANUFACTURER RESERVES THE RIGHT TO RESUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED PBR ROOF PANEL 15998.2 REV. PAGE DESCRIPTION ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE TO AVOID MISFABRICAiiON.THIS MAY IMPACT THE DELIVERY SCHEDULE PBR WALL PANEL 17662.2 LOCAL BUILDING DEPT. 3070 WALKDOORS +50/-50 PSF 17900.1 0 COVER PAGE D)APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY 1 ANCHOR BOLT LAYOUT OCCUNCY/RISK CATEGORY II — Normal Jt 1.00 INTETPREiED THE CONTRACT REQUIREMENTS,AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN,OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED if IS THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE 1.1 ANCHOR BOLT DETAILS WIND LOAD UL1IMAlE 140 MPH NO►ONAL 108.44 MPH WIND EXPOSURE B BY MANUFACTURER. ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES NOT W C OSURE TYPE Enclosed PROVIDED BY MBM TO THEIR LOCAL PERMITTING OFFICE. 1.2 ANCHOR BOLT REACTIONS N E)ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE ALL ACCESSORIES MUST COMPLY AND MEET ALL DESIGN to INTERNAL WIND COEFFICIENT —0.18 / 0.18 CONTRACT BETWEEN MANUFACTURER AND RS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS REQUIREMENTS PER LOCAL CODES. 2 ROOF FRAMING LAYOUT — SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE COLLATERAL DEAD LOAD 3 PSF2.1-2.3 RIGID FRAME CROSS SECTION ISA MANUFACTURER REJ C RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON TIPS PROJECT ROOF LIVE LOAD 20.00 P (REDUCBLE Yes ) APPROVAL DISAPPROVAL, REJECTION,OR MERE FiEtAEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER 3 SIDEWALL FRAMING LAYOUT DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL 70 A DEAD LOAD 2000 PSF (FOR ROOF PANELS AND PURIJNS) USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL. ETC.SUCH LANGUAGE APPLIED TO DOOR SYSTEM. BASED ON THE STANDARD BUILDING CODE CRITERIA. 4 ENDWALL FRAMING LAYOUT MANUFACTURERS DRAWINGS BY THE CUSTOMER ARCHITECT, ENGINEER,OR ANY OTHER PARTY WILL BE THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR ANY,ADOf110NAL_MOW3ff.OR_ BiE DDDR -- 5-5.4 FRAMING.DETAILS ABLE ALTERIATKIJS TD-Ti1ESE-DFA W-N0IES AD-N7LE-W-A_TER-THE- - _ ANY CHANGES TO SPECTRAL RESPONSE Ss 0.0690 SI 0.0350 Sds 0.0736 Sdt 0.0560 _ SYSTEM." " THE INFORMATION STTOWFN IRE WOULD CONTRACTUAL RIGHTS AND OBLIGATK)NS D(ISTING BETWEEN MANUFACTURER AND ITS CUSTOMER REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING 6 ROOF PANELS & TRIM SITE CLASS D DESIGN RISK CATEGORY A Cs 0.0100 REINFORCEMENT. 6.1 ROOF PANEL DETAILS SAFETY COMMITMENT 7 SIDEWALL PANELS & TRIM BASIC SEISMIC FORCE RESISiINGG SYSTEM (LATERAL DIRECRONST=ORDINARY STEEL MOMENT FRAMES 7.1 SIDEWALL PANEL DETAILS BASIC SEISMIC FORCE RESISTING SYSTEM (E NDm i s) - ORDINARY STEEL CONCENTRICALLY BRACED FRAMES A) THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER,THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE 8 ENDWALL PANELS & TRIM Ln BASIC SEISMIC FORCE RESISTING SYSTEM (LOW mr wu DIRFrnrwc)-ORDINARY STEEL CONC. BRACED FRAMES/ CONTROL OF THE BUILDING MANUFACTURER. NM =ORDINARY STEEL MOMENT FRAMES B) R IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP 8.1 ENDWALL PANEL DETAILS PRIORITY OF ANY JOB SITE. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 9 SPECIAL DETAILS C) LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE SERVICEABILITY CRITERIA woiux TTNIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING.ACCESSORIES (V W D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. I(DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS "COMPONENTS EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. I AND CLADDING"IN ACCORDANCE TO SPECIiC WIND PROVISIONS OF Ln E) DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER REFERENCEED BUILDING CODE. Endwafl Column 120 Roof Panel (Live) = 60 SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE APPLICABLE. 3 Z NI J Endwal Rafter(Live) = 180 Roof Panel (Wind) = 60 ARE RECOMMENDED. ALL WORK SHALL COMPLY WITH PREVAILING W 0 z Endwall Rafter(Wind) _ 180 RIgid Frame(Fba) = 60 CODES FLORIDA BUILDING CODE, to —J wan Girt — 90 RIgid Frame (Vert) — 180 ERECTOR / CONTRACTOR RESPONSIBILITIES > J Roof Purim (Live) = 150 NATIONAL ELECTRIC CODE, w Roof Purfin (Wind) — 150 A) if IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS AND THE CITY OF ZEPHYRHILLS U J ALED Wall Panel = fie ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDICOMPLY WITH NE APPLiCABLE REQUIREMENTS OF ANY GOVERNING SYSTEM(DOES NOT IMLDING AUTHORITIES.OR COCONSTiTUTENAN AGRG OF EEMENT MENT ORDINANCES THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN GENERAL NOTES PROFESSIONAL FOR A CONSTRUCTION PROJECT. O_ 0 c W B)THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS >- I_ A)TIE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS C)APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER IRED. • - U D 0 a- STIPULATED N THE CONTRACT AND SHOWN ON THESE DRAWINGS.ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. LL Q 0 W 0 REMOVAL OF ANY COMPONENT PARTS,OR TIE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE A W8 ne Brad Bakt r,P.E. CL M N -, DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT.CIV�OR STRUCTURAL ENGINEER. (SHEER DISCREPANCIES COST XI STANDARD THECMANU.MANUFACTURER'S ED.) r' G MANIJFACIURER WILL ASSUME HO ILSPONS1BIIJIY FOR ANY LOADS D) WHERE EXIST BETWEEN THE MANUFACTURER GOVERN.STRUCTURAL STEEL PLANS AND THE PLANS FOR 235 Sanders Ro id 8)THIS METAL TL BUILDING IS DESIGNED WITH THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED NOT INDICATED. OTHER TRADES,THE STRUCTURAL STEEL PLANS SHALL STRUCTURE WHICH(SH 3.3 MSC FURNISHED URE OF STANDARD BPUILDING 13TH ED.) Mantra,GA 316. E) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE ARE NOT BY THE BUILDING 32 ON PERTINENT PROCEDURES AND RECOMMENDATIONS MIMENDATiONS OF THE FOLLOWING ORGANIZATIONS AND CODES. MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THE BUILDING MANUFACT- URER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. EDIT 229-834-4693 AMERICAN1AMERICANLLSTIlIJTE OF STEEL CONSTRUCTION: "NSC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- F)THE ERECTOR/CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL.AND ASSOCIATED WORK IN COMPLIANCE WITH CCREDI,E ALLOWABLE STRESS DESIGN' THE BUILDING MANUFACTURER'S 'FOR CONSTRUCTION'DRAWINGS. G) PRODUCTS SHIPPED TO ERECTOR/CONTRACTOR CONTRACTOR OR HIS CUSTOMER SHALL BE SP WINSPECTED BY ERECTOR/CONTRACTOR 2 AMERICAN IRON AND SiFJ1.IISTTf1JfE SPECIF1CA710N FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE SENT TO THE MEMBERS MANUFACTURER IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE 72 THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT,THEN THE CLAIM MUST BE MADE WITHIN FIVE(5)DAYS I BUILDING DESIGNED & MANUFACTUREDI , 5 3.AMERICAN WELDING SOCIETY: 'STRUCTURAL WELDING CODE"AWS 01.1. AFTER THE ERECTOR/CONTRACTOR LEARNS OF THE DEFECT.THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS ETY AN LAS ACCREDITED FACILITY. I BU 4. METAL ` '�t�E••Ji••y CLAIM IS MADE WITHIN ONE(1)YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO CONTRACTOR : lC•• i I DING MANUFACTURER'S ASSOCIATEO: 'LOW RISE BUILDING SYSTEMS MANUAL' OR HIS CUSTOMER THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS FRAMING COLORS �' W UPON RECEIPT OF CWM BY CONTRACTOR. • C) 1) MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES,AND OTHER IF A DEFECT IS OF SUCH NATURE THAT R CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT From«® Ro—Red Odd. 5b328 PRIMARY STRUCTURAL EXCLUSIVE OF COLD—FORMED SECTIONS, CONFORM TO ASTM—A529 OR A572 . FU AGES WITH THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF Flag.aaox 20 GZ—Cf°� THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12"OR LESS CONFORM TO A529 WITH A MINIMUM YIELD POINT OF THE MANUFACTURER THE CONTRACTOR MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER I� cz—c.iwihed 55,000 psi. FLANGES GREATER THAN 1"IN THICKNESS OR 12'IN WIDTH CONFORM TO A572 WITH A MINIMUM YIELD WILL REIMBURSE THE CONTRACTOR FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. Angle ® �� • �� F�M.ag Q POINT OF 50,000 TES WEB MATERIAL S CONFORM TO AS7M A529 WITH A MINIMUM YIELD POINT OF 55,000 psi. Per EvSt y T Q • �jf1 W E7 2) MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A500, GRADE B WITH A MINIMUM YIELD THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS IN TO LINE MODERATE • �� Z Q J 1 Ref AMOUNTS OF REAMING,CHIPPING AND CUTTING,AND THE REPLACEMENT OF MINOR SHORTAGES OF MATERIAL ARE A NORMAL o sFL r---1®®®®®® / • • 3) MATERIAL POINT OF 42,000 Psi. OF TUBE SECTIONS CONFORM TO ASTI-A500, GRADE B WITH A MINIMUM YIELD PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. c ry,a,t®®®®®®® /j •�QRt� :• `�� W Z POINT OF 46,000 psi. H)ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE D SECnort®®®®®®® • �,� Y Q 4) MATERIAL PROPERTIES OF HOT ROLLED CHANNEL AND ANGLE MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM—A529 INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE z SEt nort®®®®EJLJ� , ,(,A' Q = W WITHMNIMUM YIELD POINT OF 50,000 PSI.HOT ROLLED W—SHAPED MEMBERS CONFORM TO THE REQUIREMENTS OF I) TEMPORARY SUPPORTS,SUCH AS TEMPORARY GUYS, BRACES,FALSE WORK,CRIBBING OR OTHER ELEMENTS REQUIRED E no,e®®®® RO Ra Ra j� ASTM—A992WTH MINIMUM YIELD POINT OF 50,000 PSI. FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR.THESE R sEClgrt®®®® Do 5) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTM A653-06 GR 55 OR TEMPORARY SUPPORTS WILL SECURE THE STEFI.FRAMING. OR ANY PARTLY ASSEMBLED STEEL FRAMING �0� AGAINST � tY W sET;LLort RD Ro Ro Ro Ro RD Ro a /� z M A1011-04 HSLAS GRADE 55 WITH YIELD OF 55.000 pet LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, 000000 8'('f 0 W Z 6) MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH SEISMIC FORCES AND ERECTION OPERATIONS. BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY O < — � MINIMUM YIELD POINTS OF 50,000 psi AND 60.000 psi RESPECTIVELY.AS REQUIRED BY DESIGN.COATING OF BASE OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COWSION. COLORS: l+ J MATERIAL IS SS%ALUMINUM-ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. (SECT. 7.10.3 NSC CODE OF STANDARD PRACTICE, 13TH ED.) 7) CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN,MATERIAL AND WORKMANSHIP OF FOUNDATION.ANCHOR BOLT ROOF cxVMI WE DRAWING STATUS JOB NO : CONDITION. PLANS PREPARED BY MBM ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED 5470 8 ROD UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM—A36 WITH MINIMUM YIELD POINT OF 36,000 PSI. TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. IT IS RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE wv�c. 5AIW E TAN FOR APPROVAL 9) T IS TIE RESPONSIEILIIY OF ERECTOR TO ENSURE PROPER BOLT TIGHTNESS N ACCORDANCE WITH APPLICABLE PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT, BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE GABLE &NaWED SLATE ❑THESE DRAWINGS BEING FOR APPROVAL, ARE BY 'RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS'. ALL A-325 BOLTS IN PRIMARY DEFINITION NOT ANAL, AND ARE FOR CONCEPTUAL 8/13/18 CONCRETE FOUNDATION,AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM, OTHER IMPOSED LOAD,AND THE FRAMING MUST BE"SNUG-11GHT", EXCEPT AS FOLLOWS: SAVE; WAuRoEn SLATE REPRESENTATION ONLY. THEIR PURPOSE IS TO BY: I SCALE 'FULLY-PRETENSION" A-325 BOLTS F BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE (MBMA 06 SECTIONS 3.2.2 AND A3) CONFIRM PROPER INTERPRETATION OF THE PROJECT a) BUILDING LOCATED IN A HIGH SEISMIC AREA. FOR IBC—BASED CODE, 'HIGH SEISMIC AREA' IS DEFINED AS 'SEISMIC K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION, NOR DOES CO LTLAT SLATE CANEDOCUBE CONSIDELRREY DRAASWICOMPISSUED 'FOR CONSTRUCTION" CH NONE DESIGN CATEGORY'OF'D', 'E'OR "F". MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. ERWm OPEiA GS` LAJwasIED SLATE FOR PERMIT- TITLE COVER PAGE b) BUIDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5.00 TONS ❑THESE DRAWINGS, BEING FOR PERMIT ARE BY DEFINITION c) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION.IMPACT OR STRESS - REVERSALS ON THE CONNECTIONS COMPONENTS & CLADDING (unfoCtored) afrraz BURNISED SLATE NOT FINAL IN THAT AS A MINIMUM ISIECE tAARKINGS ARE NUMBER : d)ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS"A-325 — SC". NOT IDENTIFIED. OILY DRAWINGS ISSUED ' FOR Wall Field Suction = —34.930 psI ow oNSPOU1s BUIFIISIED SLATE CONSTRUCTION - CAN BE CONSIDERED AS COMPLETE. PAGE 0 Wall Edge Suction = —42.910 psfCONSTRUCTION: FOR THESE DRAWINGS ARE FINAL AND IT�se ° ISSUED FOR FIELD USE FOR BUILDING ERECTION Dia= 5/8 • Diu 3/4" 1 125'-0"OUT-TO-OUT OF STEEL 5 LOW EAVE 31 -3" 31'-3" 31'-3" 31'-3" 4 9_11 , . 12-0 9-0 10'-3" 12'-0" 9-0 10'-3" 12'- 9'-0 10'-3' 12'- O D D iv D D D Dj D D B •T• E M C C tcLt p B _ I BS t 1 I D A A D U t l Q I m m (A X X 0 c O p o C A .1E 0 o A C 1 � Ic O v O o tl l B A A B I I Wayne Brad Baker,P.E. B S 235 Sanders Road A •B '; B S B A $ahira,G 316?2 229-834-4693 4 30'-1 30'-11 `�aQ� • • E••SF F 31'-3' 31'-3" 31'-3" 31'-3" * : (N p{5882 ' 5882 3 4 5 HIGH EAVE ` • /' 7 : ) . _ ANCHOR BOLT PLAN � sT1crEoF •� NOTE All Base Plates ® 100'-0" (Unless Noted) ��•••' �OR��P••��\ 111114tt\ WALL PANEL S NOTE: ALL FIELD LOCATED FRAMED OPENING LOCATIONS SHALL BE AT THE DISCRETION OF THE LL-73 1/4 x l i/� ERECTOR/CUSTOMER. IT IS RECOMMENDED THAT LANDMARK ENTERPRISE • -aHc HNIMER DPoV6 THESE ANCHORS BE LOCATED AT TIME OF ERECTION. ISSUE DEr CHK DATE PARK PLACE SEVEN FIELD LOCATE: 5470 8/13/18 (4) 3070 WALKDOORS ZEPHYRHILLS, FL 33542 s „ ANCHOR BOLT LAYOUT NONE (4) 7 —0 x 7'-4" FRAMED OPENING m � o PAGE . 1 CH JRD Dia= 3, 4" Dio= 5/8" j • 3" 0 3• 2 1/2" 2 1/2' ii EW '^ 1 1/2 1 1/2 1 1/2" SEE PLAN SEE PLAN DETAIL A DETAIL D Dia= 3/4" 3" l/21 t/2 SW DETAIL B Dio= 3/4" 3" 21/2 1 1/21 1/2 10" SW SEE PLAN Wayne Brad Bak.r,P.E. DETAIL c 235 Sanders Road Hahira,_(A 31632 229-8 -4693 JAMB FINISHED FLOOR CONCRETE LINE DEPTH }I ELEV. I I STEEL LINE �-p * Y 1-1/2 1/2' PROD. % •�:A, E C}F :�� rrIlaI►1 �K�B 1 1/2' F.O. WIDTH 1 1/2' g LANDMARK ENTERPRISE a d a ISSUE DEf CHK DATE =,uy PARK PLACE SEVEN roe ea ate; 5470 8/13/18 TYP. O.H. DOOR RECESS DETAIL ANCHOR BOLT PROJECTIONZ EPHYRHILLS• FL 33542 ANCHOR BOLT DETAILS NONE oRwrw as otawN BY: 0Eaal Br D PAGE 1.1 CH JRD FRAME I.�lNES: 2 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k Frame Column -----Dead-----Collateral— -----Live------Wind_Leftl— —Wind_Rightl— --Wind_Left2— ( ) ( ) Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Tr" T- COLUMN LINE 2* E 2.2 4.2 2.3 3.7 9.1 15.0 —24.7 —33.9 —3.4 —18.1 —19.8 —20.5 2* A —2.2 4.4 —2.3 3.8 —9.1 15.0 12.7 —31.1 19.1 —23.0 7.8 —17.6 Frame Column —Wind_Right2— --Wind_Long1— --Wind_Long2— —Seismic_Left Seismic_Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* E 1.5 —4.6 —13.6 —32.3 —13.6 —32.3 —0.1 0.0 0.1 0.0 2* A 14.2 —9.6 14.3 —32.7 14.3 —32.7 —0.1 0.0 0.1 0.0 2* Frame lines: 2 3 4 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collat Live Leftl Rightl Left2 Right2 Press Suct Long1l Long2 Left H H Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert I E 0.5 0.4 2.3 -4.5 -2.7 -3.0 -1.3 -2.6 3.0 -4.6 -2.6 0.0 L, tV IV 1 D 1.1 1.1 6.2 -12.2 -6.8 -8.4 -3.0 -5.0 5.5 -12.1 -7.0 0.0 1 C 1.0 0.9 5.3 -10.5 -6.0 -7.3 -2.8 -5.4 5.9 -10.4 -6.0 0.0 1 B 1.1 1.1 6.2 -12.2 -7.0 -8.4 -3.3 -5.5 6.0 -12.2 -7.0 0.0 1 A 0.5 0.4 2.4 -4.5 -2.7 -3.1 -1.4 -3.0 3.5 -4.6 -2.7 0.0 Seis Frm Cal Right E1 PAT_LL_1- E1 PAT_LL 2- E1 PAT_LL_3- El PAT LL_4- E1 PAT LL_5- RIGID FRAME: ANCHOR BOLTS & BASE PLATES Line Line Vert Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 E 0.0 0.0 2.3 0.0 -0.2 0.0 0.1 0.0 2.6 0.0 -0.3 1 D 0.0 0.0 6.5 0.0 2.6 0.0 -0.3 0.0 3.0 0.0 3.2 Frm Col Anc._Bolt Base_Plate (in) Grout 1 C 0.0 0.0 2.7 0.0 6.4 0.0 2.6 0.0 2.6 0.0 2.7 Line Line Qty Dia Width Length Thick (in) 1 B 0.0 0.0 -0.3 0.0 2.6 0.0 6.5 0.0 3.2 0.0 3.0 1 A 0.0 0.0 0.1 0.0 -0.2 0.0 2.3 0.0 -0.3 0.0 2.7 2* E 4 0.750 8.000 12.00 0.375 0.0 Xi,.. ... ...rind........Wig. .._.._ �_ _ 0:13. - - end 1Nind-. ,.--Mfir►d- -1Nmd..e�_�..Wind_�.,e.��.,:.v,___ ,._.�. __.._ .,�__ �._ _..:...m ...._ ________.__ _ �_._.r__w,_ Frm Cal Dead Collat Live Lefti Rightl Left2 Right2 Press Suet Longl Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert 2* Frame lines: 2 3 4 5 A 0.5 0.4 2.4 -2.7 -4.5 -1.4 -3.1 -3.0 3.5 -4.6 -2.7 0.0 5 B 1.1 1.1 6.2 -7.0 -12.2 -3.3 -8.4 -5.5 6.0 -12.2 -7.0 0.0 5 C 1.0 0.9 5.3 -6.0 -10.5 -2.8 -7.3 -5.4 5.9 -10.4 -6.0 0.0 5 D 1.1 1.1 6.2 -6.8 -12.2 -3.0 -8.4 -5.0 5.5 -12.1 -7.0 0.0 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES 5 E 0.5 0.4 2.3 -2.7 -4.5 -1.3 -3.0 -2.6 3.0 -4.6 -2.6 0.0 Fm, Col Anc._Bolt Base-Plate (in) Grout Seis Line Line Qty Dia Width Length Thick (in) Frm Col Right E2PAT_LL_1- E2PAT_LL_2- E2PAT_LL.3- E2PAT_LL_4- F2PAT_LL5- Line Line Vert Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 E 4 0.750 6.000 8.000 0.375 0.0 5 A 0.0 0.0 2.3 0.0 -0.2 0.0 0.1 0.0 2.7 0.0 -0.3 5 B 0.0 0.0 6.5 0.0 2.6 0.0 -0.3 0.0 3.0 0.0 3.2 1 D 4 0.750 8.000 8.000 0.250 0.0 5 C 0.0 0.0 2.6 0.0 6.4 0.0 2.7 0.0 2.7 0.0 2.6 1 C 4 0.750 8.000 8.000 0.250 0.0 5 D 0.0 0.0 -0.3 0.0 2.6 0.0 6.5 0.0 3.2 0.0 3.0 1 B 4 0.750 8.000 8.000 0.250 0.0 5 E 0.0 0.0 0.1 0.0 -0.2 0.0 2.3 0.0 -0.3 0.0 2.6 1 A 4 0.750 6.000 8.000 0.375 0.0 5 A 4 0.750 6.000 8.000 0.375 0.0 ANCHOR BOLT SUMMARY 5 B 4 0.750 8.000 8.000 0.250 0.0 5 C 4 0.750 8.000 8.000 0.250 0.0 Dia Projection 5 D 4 0.750 8.000 8.000 0.250 0.0 5 E 4 0.750 6.000 8.000 0.375 0.0 Qty Locate (in) Type (in) • 16 Jamb 5/8" A307 1.50 40 Endwall 3/4" GR36 1.50 NOTES FOR REACTIONS 24 Frame 3/4" GR36 2.50 Building reactions are based on the following building data: GENERAL NOTES LenzthWidth (ft) = 80.0 1. FOUNDATION DESIGN AND CONSTRUCTION ARE Eave H�ght (ft) = 20.7/ 24.0 NOT THE RESPONSIBILITY OF METAL BUILDING Roof Slope use/12) = 0.5 MANUFACTURER. Dead Load = 2.0 Collateral Load � 2. ALL REACTIONS ARE UNFACTORED. = 20ad Roof live Load sf = 20.0W/REDUCTION 3 ULTIMATE WIND LOADS ARE USED TO DERIVE Frame Live Loadpsf 3 f) = 3.0 Wind Speed (mph ) = 140.0 Wayne Brad Baker,P,.L. Wind Code = FBC 17/6TH EDITION THE WIND REACTION. 4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO 235 Sanders Road Enclosed/Open/Partial71= ENCLOSED A TOLLERANCE OF +/— 1/8" IN BOTH Hahira GA 316::2 Importance Wind = 1.00 ELEVATION AND LOCH ON. t Importance Seismic = 1.00 229- Seismic Zone =A 5. COLUMN BASE PLATES ARE DESIGNED NOT TO j-4693 � EXCEED A BEARING PRESSURE OF 1050 �� i/ POUNDS PER SQUARE INCH. BUILDING BRACING REACTIONS _ . 58 t Reactions(k ) Panel_Shear Lac lina Line Horz Vert Harz Vert Wind mic— / S&s Note STATE OF • LEW 1 D,C 6.0 6.2 0.1 0.1 � "• F_SW A 2,3 5.2 7.5 0.2 0.3 (d) `'C��7 f `�' B_W E 2,3 4.9 6.0 0.2 0.2 (b) //,,OfYA.. � \\� /y' (b)Wind bent in bay, base above finish floor LANDMARK ENTERPRISE' (d)X—Bracing above wind bent, base above finish floor ISSt1E DEr CHK DATE aniorec PARK PLACE SEVEN .108 raI owtE: 5470 8/13/18 NOTE THE FRAMING AT BOTH ENDWALLS IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THESE FRAME LINES ZEPHYRHILLS, FL 33542 REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED ANCHOR BOLT REACTIONS NONE TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS NOTED OTHERWISE. onrwnc Ne pawn se owes Re M PAGE 1.2 CH JRD // SPECIAL BOLTS 1 ROOF PLAN 125'-O"OUT-TO-OUT OF STEEL 5 0 ID QUAN TYPE DIA LENGTH WASH 1 4 A307 1/2" 1 1/4" ES-1 2 3 4 MEMBER TABLE ROOF PLAN 31'-3" 31'-3" 31'-3" 31'-3" MARK PART LENGTH P-1 1Ox25Z12 33'-2 1/2" P-2 1Ox25Z12 34'-2 1/2" E-1 10HE14®1 31'-2 1/2 E-2 10LE 14®1 31'-2 1/2" E-2 E-2 E-2 CB-4 1/2 CBL 36'-7" CB-5 1 2 CBL 37 -3" P_ P-2 TYP P_ TYP P-1 G0� CB\ PLATE SEE SPECIAL BOLTS _ SAVE STRUT COLUMN Q= ES-1 N Ce\S ES-1 DETAIL 0 MAINFRAME ow D Q O V1 LL O O /h c G � Wayne Brad Baker,P.E. 235 Sanders Road Hahira,GA 31632 229-834-4693 GV �e,4 ` aQ.y S'� • �i E-1 E-1 E-1 E-1 . 5882 PURLIINN 1-11 3/f' 11 3/ 1-11 3L . ; 1 3/4' 11 3/4' 1• 11 3/4' �� • STATE OF ; ROOF FRAMING PLAN �� ••• ORiOP='G��',� LANDMARK ENTERPRISE ISSUE DEr CHK DATE am PARK PLACE SEVEN me 1R O11t 5470 8/13/18 �oalare ZEPHYRHILLS, FL 33542 DRAMM..- SCLE ROOF FRAMING LAYOUT NONE awmc. DR 1 er aWm ew Erla \ PAGE 2 CH JRD SPLICE 1OLT TABLE MEMBER T Outside on MARK To Bot Int TYPE DU1 Len th MARK Weight Web Depthe W x k x g LengthInsidenonWx Lena SP-1 4 4 0 A325 7/8" 3" RF1-1' 747 11.4/14.9 0.188 2'-6 3/16 8 x 1/4"x 19'-9 3/4 8 x 5/16' x 17'-6 9/16' SP-2 4 4 0 A325 3/4 2 1/2" %35.5 0250 2461" 8 x 5/16" x 3'-9 3/4' 355 _ SP-3 4 4 2 A325 7/8" 3" RF1-2 1211 26.0/21.8 0.188 11'-1' 8 x 5/16' x 20'-0' 8 x 3/8" x 11'-1 1/16' BASE PLATE TABLE 218/218 0.188 14'-11' 8 x 5/16' x 15-11 7/8- 8 x 1/4'x 19'-5 3/4" COL PLATE SIZE 21.8/21.8 0.188 5'-0 3/4' 8 x 5/16" x 5'-6 1/4' MARK Width THICK Length RFI-3' 1267 21.8/21.8 0.188 14 11'4 8 x 5/16' x 18'-5 3/4' 8 x 1/4'x20'-0' BP-1 8" 3/8 1'—O" 218/218 0.188 10 ]''— 8 x 5/16" x 2'-0' / 8 x 1/4'x 21.8/30.0 0.250 10-9 s/s' 9 x 1/4" x 4'-0 1/4' _ 8 x 5/16'x 10-8 5/8" FLANGE BRACES: (1) One Side; (2) Two Sides RF1—4* 885 39.0/39.0 0.250 2-11 11/16' 6 x 51/164" xx4111 5/165/8 8 x 5/16' x FBxxA(1): xx=leng (in) 39.0/18.5 0.188 11' 8 x 1/4"x 3"-07/8 8 x 5/16"x 18-2 3/4' A — L2x2x14 B — L2x2x125 .5 1 01 5'— z 4' 28'-7' 28'-10" 26 GA PBR, GALVALUME Qt/2" FE3 0 2) • I RF1-3 I RF1-2 N`� : I I t a N 0 I I Wayne Brad Baker,P.T. I 235 Sanders Road I Hahira,GA 31632 I 229-834-4693 qf snl ro I �I . . 5882 ` _ ` I I P-1 `��0t11� �� 1 '-0 1/16" CLEARANCE BP- 72'-0 3 E' 3'-3 9 16" 0" E A 80'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 3 4 LANDMARK ENTERPRISE ISSUE DET CHK DATE p PARK PLACE SEVEN sae He are: 5470 8/13/18 uxwnort ZEPHYRHILLS, FL 33542 Da�wr�c nurt: r• RIGID FRAME CROSS SECTION NONE owuw+c He Dwxm Hi) Hi) PAGE 2.1 CH JRD SPLICE DOLTS Splice Quan -----Bolt----- M i Marls To Bot Type Dia Length MARK MEMBER LENGTH SP— 1 4 4 A325 3/4 2' 4 WF— 1 541 WF-2 a. rn j Wayne Brad Bak%r,P.E. 235 Sanders RG id N l . Hahira,GA 31632 -1 229-834-4693 No. 88 1/81. ,o' 29'-6 3L4" CLEAR +/- 10" 8" WIND BENT ELEVATION: FRAME LINE A 3 (HIGH SIDEWALL) LANDMARK ENTERPRISE ISSUE DET CHK DATE aisto�a PARK PLACE SEVEN roe NOc DATE; 5470 8/13/18 ZEPHYRHILLS, FL 33542 oN�wrro NNff: yam£ RIGID FRAME CROSS SECTION NONE .W 1G Na ewwm er. a,Ea®BI: Dx. PAGE 2.2 CH JRD /� --- SAUCE- LTS MEMBER SIZE TABI.E Splice Quan --Bolt----- Mark To Bot T Length MARK MEMBER LENGTH Type Dia SP- 1 4 4 A325 7,/8 2 , 2' W -2-6 4 WF-3 B10663 19'-0 I I WF-2 I 1 Wayne Brad Bak, r,P.E. 235 Sanders R -id Hahira,GA 31632 229-834-4693 ♦*N4; . B% N . 5882 41 `Cl /8" ,0" 29'-6 3 4" ,0" ,/8" �'fi''ONA`- v �♦♦♦ 2 WIND BENT ELEVATION: FRAME LINE E (LOW SIDEWALL) LANDMARK ENTERPRISE ISSUE DET CHK DATE du�or�lt PARK PLACE SEVEN sae i 1F 5470 8/13/18 ZEPHYRHILLS, FL 33542 aaWMc WAC RIGID FRAME CROSS SECTION NONE avwMc na oawm sr aeacm HO a PAGE 2.3 CH JRD • BOLT TABLE FRAME LINE A & E 125'-O"OUT-TO-OUT OF STEEL LOCATION UANT'PE D LENGTH WF-2 8 A325 3 4 2 WE-1 - RF1-4 6 A325 5/8" 2" 3 4 WF-3 - WF-4 8 A325 7/8" 2 1/2" 31'-3" .J. 31'-3" f. 31'-3" 31'-3" WF-3 - RF1-1 8 A325 5 8" 2" MEMBER TABLE FRAME LINE A & E o MARK PART LENGTH 06-6 c-9 G-9 C-6 WE-1 B10541 1 i' 8" WF-2 B08863 29'-6 1 Wayne Brad Baker,P"E. WF-3 B1O663 19'-0"1/4" G- - G-9 G-6 235 Sanders Road DJ-1 1 OX35C14 12'-0" . 1 _ Hahira,GA 31632 DJ-2 1 OX35C14 12 - -0' 0 G 8 DJ-3 1OX35C12 16'— 229-834-4693 " DJ-4 10X35C12 16 0 N I WF-2 G-10 DJ-5 1OX35C12 16'-0" el I I DH-1 I DA= DH-1 >� A /� DH-1 1OX35C14 7'-0" - ;, ' _ ' ' ' ' I ��y� ••• fi DH-2 10X35C14 12'-0" —^ - a—^ —n c-s -s o —� P.•• S� F 31'-2 1/2" *; 588 •� / G-7 1Ox25Z12 34'-2 1/2" I - �-------- IH-------- - HI - - -------- I --- ----- - - I �. • G6 10x25Z16 34' 2 1 2" EC-5 RF1-4 RF1-4X RF1-4 EC- • - _ ... G-9 ' T-0" T-o" T-o" T-o" STATE 1Ox25Z16 37 -2 12"•: � G-10 10x25212 37'-2 1/2" FIELD LOCATE FIELD LOCATE FIELD LOCATE FIELD LOCATE •'4 Z0R%9P.• �`�`� G-1 1 10x25216 8'-7 1/2" 29•-6 3 4 I, '•••' �� G-12 10X7DC14 31'-2 1/2" ` ♦' NAL ` G-13 10x25Z16 11--10 1 2" Cites Y-11 3/42•-11 3/4" Y-11 3 2•-11 3 2-11 3/4" 2-11 3/4" ,I Y�,� G-14 1 Ox25Z 16 10'-7 1/2:G-15 10x25Z 12 33 -2 12 ' SIDEWALL FRAMING: FRAME LINE A '�`�"�$ G-16 10x25212 33'-2 1/2" (HIGH SIDEWALL) G-17 10X7DC12 31'-2 1/2" 1 G-18 10x25Z16 9'-10 1/2" 5 125'-0 OUT—TO—OUT OF STEEL CB-3 3/8 CBL 33'-7" 4 3 2 31'-3" 31'-3" 31'-3" 31'-3" ,4 J2 14 W La 6-12 G-15 !jjjftWF-4 G-16 G-17 0 WALL GIRT „₹ FEAR TRIO 2 DH-2 DH-2 DH-2 G-18 _ 3 G-14 G-13 -14 G-13 G-14 o I i I in `° 0 - I 0I I G-13 G-14 o� I G-13 G-14 I 0 I>° G-13 -14 I7 •I I G-18 WALL GIRT G- G- 3 G-14 G-13 Th---G-14 j _-------G- 8 EIJ N N a a EC-1B RF1-1 RF1-1 RF1-1 EC-1A FIN. FL. 29'-6 C�3 4" 9'-0" 12'-0" 10'-3 9'-0" • 12'-0" 10'-3" 9'-0" 12'-0" 10'-3" 9'-0" 12'-0" 10-3" F1fl1I1I I T-0" to it S GIRT - 1'-11 3/t• r-11 3/t• _ r-11 3/}• L SEE FRAMM ELEVATINS FIR GIRT QUANTITY AND ELEVATIZJVS LAPS 1'-,1 3/4" 1•-11 3/4 1'-i1 3/4• 2 SEE RETAILS FIR RIXT AND SIDEWALL FRAMING: FRAME LINE E a FRUCUT "�' GMTr, PAMLS Arm TRIM AS REQ MM (LOW SIDEWALL) FIELD LOCATED 7'-0' X 7'-4' FRAMED OPENING ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT LANDMARK ENTERPRISE HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A GENERAL NOTES: ISSUE DET CHK DATE DOOR SYSTEM, BASED ON THE STANDARD BUILDING CODE CRITERIA. PARK PLACE SEVEN THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR MEMBER ID, format is (BABCD) or (BAABCD) �>E ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE DOOR B = member type (Builtup), A or AA = member depth in inches 5470 8/13/18 SYSTEM. ANY CHANGES TO THE INFORMATION SHOWN HERE WOULD B = flange width in inches, except for (0 = 10 in, 2 = 12 in) ZEPHYRHILLS, FL 33542 REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING C = flange thickness in 1/16 inch units D = web thickness (1 = 10 ga. Or 0.1345, 2 = 8 go. or 0.1640, 3 = 3/16) SIDEWALL FRAMING LAYOUT NONE REINFORCEMENT. 15 PAGE 3 CH JRD BOLT TABLE 80'-0"OUT-TO-OUT OF STEEL FRAME LINE 1 & 5 LOCATION QUAN TYPE DIA LENGTH E 0 c B A Cor_Column Raf 4 A325 5/8" 2" iJ 1s'-2" 20'-0" 20'-0 • 19'-2" 10" ER-1*/ER-2* 4 A325 5/8" 2" !1�/2" 1 I ER-2*/ER-3* 4 A325 5/8" 2" ER-2A ER-3A Int_Column Raf 4 A325 5/8" 2" ERE-IA E FB 90A FB290A E C- - FB 90A FB oA _ affBIO�A -- FB 90A FB oA —— — — — MEMBER TABLE -1 _ FRAME LINE 1 & 5 MARK PART LENGTH EC-lA W8X10 19 -10 3 4 EC-1 B W8X 10 19'-10 3/4" _ -5 G-5 -1 EC-2 8X7DC12 19'-6" " EC-3 8X7DC12 20 -4 1 I b Wayne Brad Baki r,P"E. EC-4A 8X7DC12 21'-2" I - -4 G-4 G- d 0 235 Sanders Road EC-46 8X7DC12 21'-2" m TI Hahira,GA 31632 EC-5A W8X 10 23'-1 9/16" °° N EC-5B W8X 10 23'-1 9/16" - XG-4 -4 G-2 I6 229-834-4693 ER-lA 12X35C12 35'-7 7/16"ER-lB 12X35C12 35'-7�� ER-2A 12X35C12 20'-0 3/16" TI G-1 -3 G-3 G-1 0 /� ER-2B 12X35C12 20'-0 3/16" • i ER-3A 12X35C12 21'-5 7/8" `�Qy•'• s � ER-3B 12X35C12 21'-5 7/8" L------------------------------------- -- H z _ �. G-18x25Z16 18'-1 9/16" EC-3-_ • �C-...... _ -.�_ (..IEL57' - p G-3 8x25216 19`-3 3.9%86 ENDWALL FRAMING: FRAME LINE 1 !-0 ; G-4 8x25Z14 19'-3 3/8" •• ST E • , G-5 8x25Z 12 19'-3 3/8" CB-1 5/16 CBL 28'-4" • - ,�i �ORtQp "�� CB-2 5/16 CBL 27'-9" 80'-0"OUT-TO-OUT OF STEEL A B C D E 10" 19'-2" 20'-0" 20'-0" 19'-2ER-38 " 10" 12 FB29OA ER-29 H FB29OA FB29OA &4LL GIRT F- - - FB290A F6290q E C 1 B - - - _ _ F82 0A FB290A FB290A HEAD TRIM' H D WALL GIRT ' I — c-1 of 1 N. ANGLE G_ I I JX FIELD CUT TO MATCH I G-5 G_5 SIZE CF Ffl. #10X1 PANHEAD SCREW (TYP.) of I (1) EACH END & 12' O.C.) - G-4 N G-4 G-2 I I DOOR FRAME HEADER I� �I IU '0 1 - G-4 G-4 -2 I I> I - -3 G-3 G-1 I I I E I FIN. FL. I I J x .(4)PER EX SON ———————— ————— ——— — C af SCR EC-5B EC-4B EC-3 EC-2 EC-1B AMXi25 S.D. �FIELD OPENING FIELD /GIRT cbNNECnONENDWALL FRAMING: FRAME LINE 5 LOCATE P R F R LOCATE WALLJAMB 3070 TRIM KIT XI PANHEA)SCREW 1. FIELD CUT AND WORK GIRTS, PER GiRiPANELS, AND TRIM AS REQUIRED. - XI PANHEAD SCREW PER JAMB EXTENSION 2. REFER TO DETAIL PAGES FOR APPLICABLE NOTE JAMB EXTENSIOFS MAY BE AVAILABLE FOR ALL TRIM DETAILS.( DETAIL PAGE 5.1 ) Nom,EDi it AND 7(i-/-)GIRIS LANDMARK ENTERPRISE ISSUE DET CHK DATE gf5w PARK PLACE SEVEN NOTE: FIELD SLOT GIRTS FOR CABLE PASSAGE imHm5470 18/13/18 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ZEPHYRHILLS, FL 33542MAL- ANY FUTURE EXPANSION. ENDWALL FRAMING LAYOUT NONE 6 "m OR N By- DED�D)BY, PAGE 4 CH JRD GIRT DEPTH T4" 2'-2" DETAIL B4 DETAIL C5 (IF BYPASS) RAFTER (2) #10x1.00" PURLIN [ANY TYPE] SCREWS EW GIRT ------------ RAKE ANGLE I�-- o I ------� I 2 —O (2) M.5x 1.2 o I 0 0 L------------ �kUNLESS NOTED ON _ ENDWALL RAFTER COLUMN DRAWING E FLANGE -� [DOUBLE CEE] 0 0 (2)H.63x2.00 ENDWALL 1 M.5x1.2 ° (IF REQUIRED) COLUMN ; C❑LUMN (2) M.5x1.2 I ®', ( ) RAFTER [SINGLE OR i SEE ERECTION DRAWINGS FOR BOLT SIZE. [SINGLE CEE] DOUBLE CEE] ----' EW GIRT DETAIL A5 *UNLESS NOTED NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS" ON DRAWING 4. DETAIL CORNER COLUMN TO PURLIN TO ENDWALL RAFTER CEE COLUMN / RAFTER CONNECTION B24 ENDWALL RAFTER ENDWALL GIRTS TO INTERIOR COLUMN DETAIL C1 DETAIL D17 DETAIL E3 DETAIL E4 1I 1 I EW GIRT I I :° (2) M.5x 1.25 BASE PLATE BASE PLATE I COLUMN (TYPICAL) [DOUBLE CEE] O 0 - 3X3X16AN L I I ii (FIELD CUT) (4) 3/4" DIA. 0 1 (4) 3/4" DIA. 0 I (2) M.5x1.2 ®1 COLUMN ®-11 #12 SCREW [BUILT-UP] o I [DOUBLE CEE] ® ® I EW GIRT SW GIRT I I EDGE OF SLAB GIRT DEPTH EDGE OF SLAB GIRT DEPTH 0 ° (IF BYPASS) 1 (IF BYPASS)I I I I I ENDWALL GIRT STOPPING AT COLUMN GIRT CONNECTIONS AT PARTITION WALL ENDWALL COLUMN BASE DETAIL ENDWALL COLUMN BASE DETAIL \AV��iN1fill/� i `� �•'B�qp �, •., -.. &.q , Wayne Brad Bak&r,P.> . 235 Sanders Road y; . ' Hahira,GA 31632 58828 229-834-4693 ATE O Lt,` .0R1� LANDMARK ENTERPRISE !''//orYAA A yL ;\�� ISSUE DET CHK DATE gWWAft \ PARK PLACE SEVEN �(�•(°p 5470 8 13 18 xwiora ZEPHYRHILLS, FL 33542 DP W G NNE _ FRAMING DETAILS NONE [xuwr+c Na oraxN er OWED BY END, PAGE_5 CH JRD LARGE PURLINS HAVE UNEQUAL L AGE GIRTS HAVE UNEOUAI FLG- D ETAI L E5 DETAIL F7 DETAIL G 2 FLANGE LEGS FOR LAPPING DETAIL H 2 FLANGE LEGS FOR LAPPING PURLINS TOGETHER. SMALL GIRTS TOGETHER. LAP SMALL FLANGE INSIDE FLG• LAP SMALL FLANGE INSIDE FSLMG OF LARGER FLANGE AS SHOWN. II OF LARGER FLANGE AS SHOWN. RAFTER IAP SMALL FLG. .5x1.25 SMALL FLG. z [SINGLE CEE] LARGE FLG. Z jJ PURLIN (6)M.5x1.25�k o LARGE FLG. __ FLANGE j o ® ; UNLESS NOTED ON MAW FRAMEJ (IF REQ'D) JAMB * ® o DRAWING 2. 2'-0" OR 3'-0" (2) 5/8" DIA. �RAER [MAINFRAME] FLANGE ---- ' EDGE OF * SEE DRAWING BRACE II 4 FOR SIZE GIRT (6)M.5x1.25 IF R D EQ SLAB ( ) M. x12 NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS" NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS" DETAIL ETAIL FRAMED OPENING JAMB BASE DETAIL RAFTER DETAIL AT SPLICE PURLIN TO MAINFRAME RAFTER GIRT TO MAINFRAME COLUMN DETAIL H4 DETAIL H9 DETAIL I19 0 ® M.5x 1.25 ( 2) #10 SCREWS FLANGE (2)H.63x2.0 *(2) M.5x1:O COLUMN BRACE RRA ANGLE EAVE STRUT I EAVE STRUT I m m WIND BENT o 1 RAFTER ----- -- -_�r _ i = SEE PLAN RAFTER II I [SINGLE CEE] 0 o II I COLUMN WIND BENT jTI [MAINFRAME] II ROTATED GIRT COLUMN �I ENDWALL (T P) (2) 25(TYP) I 11 II COLUMN *UNLESS NOTED ON DRAWING 2. 114 EAVE STRUT TO ENDWALL GIRT TO MAINFRAME COLUMN WIND BENT DETAIL CORNER COLUMN EAVE STRUT CONNECTION AT ENDWALL ""Is',,, i fir �� gRAD B rr Wayne Brad Baks.•r;P.E. ;� Q� •'c• N S•;� 235 Sanders Rod •� Hahira,GA 31632 w . 58828 :*_ 229-834-4693 LANDMARK ENTERPRISE ISSUE DET CHK DATE wsrommt �/ k \ PARK PLACE SEVEN Ti +oe 5470 w Iv 13/18 18 ZEPHYRHILLS, FL 33542 FRAMING DETAILS NONE OR G Na 0R'.*N BY, OW BY: PAGE 5.1 CH JRD DETAIL J 10 DETAIL K3 DETAIL J2 DETAIL L8 "ES" PLATE (2) M.5x1.25* *(2) M.525 EAVE STRUT EAVE STRUT GIRT (2) H.5x1.25 GIRT (2) M.5x 1.25 ® [ZEE/CEE] JAMB 0 0 COLUMN H/S COLUMN [MAIN FRAME] [MAINFRAME]{ (2) M.5x1.25 l o { JAMB GIRT * UNLESS NOTED ON DRAWING 2. *UNLESS NOTED ON DRAWING 2. A . EAVE STRUT CONNECTION AT MAINFRAME EAVE STRUT CONNECTION AT MAINFRAME GIRTS TO JAMB FRAMED OPENING JAMB TO GIRT CONT. TAPE SEAL(TOP OF CLOSURE) #14 SCREW GUTTER DETAIL(M3 DETAIL Q2 I/S CLOSURE PER STRAP) STRAP14 SCREW #14 SD SCREW t2l PER STRAP) (12" ON CENTER) EL PBR ROOF ROOF PAN PANEL HEADER CABLE (2) M.5x1.25 ® (IF PRESENT) GUTTER —� CEOANIT. TAPE \ COLUMN OR (BOTTOM OF \ JAMB GRIP o LOSURE) RAFTER X BOTTOM OF , GUTTER AND FOLD HILLSIDE TABS INTO D'SPOUT DOWNSPOUT EYE-BOLT DOWNSPOUT STRAP GUTTER ' (2) M.5x1.25 O SILL FLAT WASHER RAKE TRIM (IF PRESENT) THREADED END WALL PANEL <� NUT 14 SD SCREW JAMB t3 PER STRAP) NOTE: INSTALL GUTTER STRAPS 3'-0" ON CENTER. GUTTEND ER NOTE: INSTALL D'SPOUT STRAPS 5'-0" ON CENTER. CCOORNER X TRIM 2 TRIM_1 - FRAMED OPENING HEADER/SILL TO JAMB CABLE INSTALLATION DETAIL GUTTER DETAIL GUTTER END DETAIL Wayne Brad Baker,P.E. E , • 235 Sanders Road •.� Hahira, GA 31632 *; No 58 229-834-4693 STATE F :(j. S .�OR10,. �J,a� LANDMARK ENTERPRISE ISSUE DET CHK DATE W, PARK PLACE SEVEN ,roe nac wie 5470 I_8/13/18 Dcuroa ZEPHYRHILLS, FL 33542 FRAMING DETAILS NONE O mt G NO: DPA H c 8Y: [tia PAGE 5.2 CH JRD ROLL CAULK #14 SD SCREW 1/4" x 1 1/4" ROOF PANEL (24"ON CENTER) ZINC HAMMER DRIVES WALL PANEL ZAMAK ALLOY WALL PANEL (ASTM B633, SC1, TYPE III) RAKE TRIM 0/S CORNER TRIM (24" ON CENTER) #14 SD SCREW #14 SD SCREW (20" ON CENTER) (24"ON CENTER)0/S CLOSURE/ JAMB TRIM I UNIVERSAL CLOSURE** #12 SD SCREW WALL PANEL WALL PANEL WALL PANEL `� . - 0/S CLOSURE FOR ROOF PITCHES UP TO 2:12" FL-73 c UNIVERSAL CLOSURE FOR ROOF PITCHES ABOVE 2:12" FORMED BASE) NOTE: FIELD CUT UNIVERSAL CLOSURES TO MATCH WALL ITRIM_31 5 TRIM_8 TR1M_9 RAKE TRIM DETAIL O/S CORNER DETAIL JAMB TRIM DETAIL AT JAMB FORMED BASE DETAIL CONT. TAPE SEAL (TOP OF CLOSURE) #12 SD SCREW #14 SD SCREW 0/S CLOSURE (24"ON CENTER) H/S EAVE ROOF PANEL RAKE TRIM COVER TRIM � � WALL PANEL �--- H/S EAVE #12 SD # D-� CONT. TAPE SEAL ` 12 S (BOTTOM OF CLOSURE) SCREW SCREW JAMB TRIM #14 SD SCREW #12 SD SCREW WALL PANEL (24"ON CENTER) .� HEAD DRIP TRIM ` COVER TRIM 0/S CLOSURE WALL PANEL H/S CORNER BOX TRIM_10 TRIM 14 TRIM_11 - [TRIM-15 COVER TRIM DETAIL AT HEADER COVER TRIM DETAIL AT JAMB H/S EAVE DETAIL H/S CORNER BOX DETAIL AD•�, /�� Wayne Brad Baker,P.E. GE f 235 Sanders Road S_� S� • • Hahira,Hahira,GA 31632 *; N _ 588 * 229-834-4693 SATE OF •• � �� s, •'••''L�C% LANDMARK ENTERPRISE I,r O f yqL �r ,�° ISSUE DET CHK DATE a , � tl PARK PLACE SEVEN 5470 8/13/18 wrwnore ZEPHYRHILLS, FL 33542 orawnc FRAMING DETAILS NONE auwnc No oaao,BO aEa B PAGE 5.3 CH JRD STRUCTURAL BOLTED MORTISE PREPPED CONNNECTIONS PERSONNEL DOORS REFER TO COVER PAGE "GENERAL NOTES" ALL MORTISE PREPPED PERSONNEL DOORS B❑LTS, SEE RF BOLTED END PLATES PARAGRAPH "C", SECTION "9" FOR COME AS RIGHTHAND REVERSED SWING. DWG F❑R SIZE T❑P FLANGE INSTRUCTIONS ON TIGHTENING ALL WALL PANEL A325 AND A490 CONNECTION BOLTS. (i.e. STANDING ON THE OUTSIDE OF THE BUILDING FACING TH E DOOR , THE LOCK WILL BE ON THE LEFTHAND SIDE OF TRIM NOTES: THE DOOR AND THE DOOR WILL SWING #12 SD SCREW [1] SEAL TRIM SPLICES WITH TUBE CAULK. OUTWARD FROM THE BUILDING. ) WEB [2] SECURE GUTTER SPLICES AND END ANY FIELD MODIFICATIONS ARE THE RE- PLUGS WITH RIVETS. SPONSIBILITY OF THE ERECTOR AND MBM [3] SECURE ALL OTHER ROOF TRIM IS NOT LIABLE FOR LABOR CHARGES NOR SPLICES WITH TRIM SCREWS UNLESS DAMAGES DUE TO ERROR. HEAD DRIP TRIM BOTTOM FLANGE NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 24" ON _ _ T��1s�eN___BEY❑t� -F-I`-ANGE_-�-- __ 4JI�1LE-SS,�RIOTE-D--C�TH€RW{S�:._�� ,,-,_�__--_�___ ,,_.__4 .�__.�-.--___.-V,Y,_____�.,T .____.. _._ ,.��,. ___ ___.-__�,.� _��.� TRIM 61 I OPTIONAL FOR TOP & BOTTOM FLANGE. [5] STD. TRIM SPLICES ARE 3" TOTAL U1 HEAD TRIM DETAIL AT HEADER BOLTED END PLATE RAFTER SPLICE UNLESS NOTED OTHERWISE. TYPICAL WASHER REQUIREMENTS (UNLESS NOTED OTHERWISE ON DRAWINGS SLUT TO HOLE C❑NN, SLUT TO SLUT C❑NN. WASHER REQUIRED ON SLOTTED SIDE WASHERS ARE REQUIRED ON EACH BOLT SLOTTED SIDE, SLOT (*�WASHER(S) NOT REQ'D WITHIN WASHER LAPPED ZEE PURLIN/GIRT AREAS *) B❑LT HOLE WASHER -� SL❑T NUT P. .HOLE TO HOLE C❑NN. WASHER Wayne Brad Bak,rE ��r,,, 235 SandersRoad NO WASHERS REQ'D. NUT �� 8 ,-• �� Ha> 9_a8, GA 31632 t 22 , LANDMARK ENTERPRISE ISSUE DET CHK DATE puy�pm PARK PLACE SEVEN JOB NO aT 5470 I 8/13/18 wauars ZEPHYRHILLS, FL 33542 FRAMING DETAILS NONE auwHc H(k oruww 0" OWIKO HO E/7G PAGE 5.4 CH JRD I n 0 DOWNSPOUT LOCATIONS 1 125'—O"OUT—TO—OUT OF STEEL { 2 3 4 31 -3 31'-3 31'-3" 31'-3" ' " " 0 0 0 0 0 0 0 co 1 I N w o L, N 0 •1 co N Wayne Brad Bake,r,P.E. 235 Sanders Road A Hahira,GA 31632 229-834-4693 ��1111 2'-Q Panel Start ROOF SHEETING PANELS: 26 GA PBR - GALVALUME r 1 -• o p S OF jv� •.��OR1G: ��N LANDMARK ENTERPRISE ISSUE DET CHK DATE qsiDyo PARK PLACE SEVEN ae eac are 5470 8/13/18 .Dcwnae ZEPHYRHILLS, FL 33542 aawnc rr� SCME ROOF PANELS & TRIM NONE { peNvnc NO QR WN ell: aEfaED eY: ENGe PAGE 6 CH JRD END LAP WITH CONTINUOUS TAPE SEAL 4" 8" 4" 8 4" 2" 2" 2" 2" 2" 2" LAP SCREW CONTINUOUS TAPE SEAL CONTINUOUS TAPE SEAL END LAP WITH #12 SCREW SIDE LAP CONTINUOUS TAPE SEAL LAP SCREW \\• PANEL ATTACHMENT AT PANEL END #12 SCREW (20" O.C.) (PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS) (SEE DETAILS FOR LAYOUT) PANEL END WITH INSIDE CLOSURES �5QP 12" 12" LAP SCREW CONTINUOUS TAPE SEAL \oyco� #12 SCREW SIDE LAP c�. PANEL ATTACHMENT AT INTERMEDIATE MEMBERS Wayne Brad Baker,P.E. 235 Sanders Road Hahira,GA 31632 j -844693 y>Qy�. E s• =�F� NOTES: [1] ALL END LAPS MUST BE A MINIMUM OF 6". = . 5882 *- [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY •• S E OF •�� DURING ERECTION TO PREVENT SURFACE RUSTING. 3 TAPE SEAL MUST BE APPLIED WITH NO CAPS OR BREAKS. i fS►S;��ORtU. G��'` .�Y•�$ [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- LANDMARK ENTERPRISE PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. ISSUE °er ct+K DATE PARK PLACE SEVEN 5470 8/13/18 wwurs ZEPHYRHILLS. FL 33542 DFAWW wu�:ROOF PANEL DETAILS NONE PAGE 6.1 CH JRD O.DOWNSPOUT LOCATIONS TRIM BLMEALE A & E OID PART LENGTH DETAIL 1 FL-73 20'-0" TRIM_9 2 H/S EAVE 20'-3" TRIM 14 3 H/S EAVE 5'-0" TRIM 14 4 HS COR L 1'-0" TRIM_15 E I I 1 55 6 HS 0 COR R 1:-0� TRIM-15 I 7 R JAMB 7'-7" TRIM_8 4 s s a S g 8 R HEADDR 7'-3" TRIM_61'O 10 CU1TER 111 GUTTER 5'-0"3" TRIM_1 12 GUTEND L 1" TRIM_2 1 CORBOX L 1'-0" TRIM_2 1 GUT END R 1" TRIM_2 15 CORBOX R 1'-0" TRIM_2 1C CT10 14'-1" TRIM_11 1 R JAMB 14'-3" TRIM_8 lb _0 0 0 0 0 0` _ _ _ 0 00 0 0 0 0_ _ _ _ _0 0 0_ _ _ 0_ _ = 18 CT10 12'-0" TRIM_10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 1 1 1 I I I I ' ' ' ' ' ''''' ' ' ' I I I I I I 1 I I 19 R HEADDR 12'-3" TRIM 61 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N g 0 I 7 7 7 7 7 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 GA. PBR - SADDLE TAN 4 Q 0 op Q op t t t t t t I 1 I I I I I I I I I ro I I 1 I N w w w N to io !o O 0 io !o o (o N N I = = N N t t t t t t ;� t t wayw, Brad Bah. r,P.E.W 235 Sanders R� id I 1 I t i 1 I I I 1 I�nol N N t t N N N N N N t t N N N N N N t t N N N N N N t t N N N Hahira,GA 316-42 I 229-834-4693 j I i�llflff/�� . 58828 SIDEWALL SHEETING & TRIM: FRAME LINE E y - PANELS: 26 GA. PBR - SADDLE TAN + • E O ` •�` tS -� � °Ni p`'g.1y1g LANDMARK ENTERPRISE ISSUE DET CHK DATE pmpmg PARK PLACE SEVEN .tee X5470 w_8/13/18 inrwtiae ZEPHYRHILLS, FL 33542 aae 4G ft , sr'Jue SIDEWALL PANELS & TRIM NONE DR Vw Na on,=m sr. c R FNG PAGE 7 CH JRD I �Qti Cpv 8" 4" $., 4" 2^ 2f, 2^ 2rr 2" 2,. LAP SCREW #12 SCREW SIDE LAP EAVE STRUT LAP SCREW (20" O.C.) PANEL ATTACHMENT AT PANEL END • (BASE, EAVE STRUT, HEADER, SILL, AND PANEL END LAPS) 12" 12" LAP SCREW I #12 SCREW (SEE DETAILS FOR LAYOUT) -�' #12 SCREW SIDE LAP GIRT PANEL ATTACHMENT AT INTERMEDIATE MEMBERS BASE SUPPORT Waylsc Brad Bak.r,P.E. PANEL END WITH 235 Sanders Rod INSIDE CLOSURES Hahira,GA 316?2 (OPTIONAL) A � SLAB NOTES: [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY ��IIIi1��N,/vt' DURING ERECTION TO PREVENT SURFACE RUSTING. ! I [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE LANDMARK ENTERPRISE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- ISSUE DE r CHK DATE PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. PARK PLACE SEVEN ae 5470 a 8/13/18 ,nrwnore ZEPHYRHILLS, FL 33542 uwmnc M scuF: SIDEWALL PANEL DETAILS NONE ❑ DR'aVV G No. owurH ar afcxtn ee etfc PAGE 7.1 CH JRD ` TRIM TABLE FRAME LINE 1 & 5 OID PART LENGTH DETAIL j QQ (off (C� n A 1 FL-73 20'-0" TRIM_9 T T1 `I' 2 O/S CORN 10'-7" TRIM_5 4 O/S CORN 12'-3" TRIM_5 Q 1/2' 5 RAKE TRM 20'-3" TRIM_3 I i 2 r1 O N M `v, i0 00 rn O N ' 0 0) O) O N M iq ? ¶ T OI 4 1 I I I I I I I I 1 1 I I I I I i I I I 1 1 I IN N N N N N N N N N M M M N N M N N 04 N N N N N N N N N N N N N N N N N N N N N N N N N JI I 1 I�� ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 GA. PBR - SADDLE TAN O 12 4 e 6 m N N N N N N N N N N N N N N N (V fV _I _I Gi ip E7 N p el OI N N N N I 2 Wayn•s Brad Bak%r,P.E. N N N N N N N N N N OI N 235 Sanders Rid Hahira,GA 31632 229-834-4693 ;fir;• ENDWALL SHEETING & TRIM: FRAME LINE 5 O 882 PANELS: 26 GA. PBR - SADDLE TAN ORtO ''� "aNA % " IY•'8 LANDMARK ENTERPRISE ISSUE DET CHK DATE cusIDEj PARK PLACE SEVEN aae NDe are 5470 8/13/18 �naore ZEPHYRHILLS, ft 33542 DRAwric NAIE scAtE ENDWALL PANELS & TRIM NONE DRNYe1G ND: DRAWN BY: OWED WY, PAGE 8 CH JRD _ GE RAKE SUPPORT 4 8„ 4H 8„ 4H 1212j ), f22J„ 2), H j LAP SCREW a �p� /2 LAP SCREW (20" O.C.) #12 SCREW SIDE LAP PANEL ATTACHMENT AT PANEL END (BASE, EAVE STRUT, HEADER, SILL, AND PANEL END LAPS) 12" 12" #12 SCREW (SEE DETAILS FOR LAYOUT)• LAP SCREW GIRT { #12 SCREW SIDE LAP BASE SUPPORT PANEL ATTACHMENT AT INTERMEDIATE MEMBERS Wayne Brad Bak.r,P.E. PANEL END WITH 235 Sanders Road INSIDE CLOSURES Hahira,GA 31632 (OPTIONAL) 229�34.q 93 SLAB ` • *; . 58828 • T Q =<v 1/Z NOTES: ti [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY (y/g DURING ERECTION TO PREVENT SURFACE RUSTING. LANDMARK ENTERPRISE [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE ISSUE oer CHK DATE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- PARK PLACE SEVEN roe 5470 8/13/18 PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. { ZEPHYRHILLS, FL 33542 ENDWALL PANEL DETAILS NONE OW N❑ PAGE 8.1 JRD DRAWN �WY O PURLIN f (BY M.B.M. PURLIN ) (BY M.B.M.) (2) SCREWS #12 X 1 1/4" SDS L2x2x1/8" ANGLE © 6" long (2) SCREWS #12 X 1 1/4" SDS CLIP ANGLE, BOLTS, HANGER, PURLIN ETC.. BY OTHERS NOTE: M.B.M. only provides the C—CLAMP roof purlin. All other material and hardware is by others. Recommended Connection Detail Flange C—Clamp is not an acceptable connection NOTE MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY I FRPM�NO SavPRE OF A PURLIN TO SAFELY SUPPORT HANGING LOADS COMBINED WITH OTHER REQUIRED ROOF LOADS. DUE TO THE VARIABLES INVOLVED IN HANGING LOADS AND THEIR ATTACHMENTS TO THE PURLINS, THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURLINS FOR A PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH OTHER ROOF LOADS. I \ . _ . IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER Wayne Brad Bak r,P E 235 Sanders Road OF RECORD FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD INSTALLATION. THE METAL BUILDING ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. I Hahira,GA 316?2\ 229-834-4693 WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADSNET, THE EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. %I1111/,,, - Ap 49'�i HANGING LOADS SHOULD NOT BE APPLIED TO THE PURLIN LIP. WHERE PERMISSIBLE, THE BEST sQ`4 \G 1V$ PRACTICE FOR HANGING LOADS IS TO ATTACH TO THE PURLIN WEB USING A BOLT AND NUT, OR SELF-DRILLING SCREWS. D o I ot�0r INSTALL GUTTER WITH INSTALL GUTTER WITH = �': • 0. 588 HANGING UNIFORM LOADS SUCH AS SPRINKLER MAINS OR HVAC EQUIPMENT SHOULD BE DISTRIBUTED OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR OVER SEVERAL PURLINS, AND SHOULD NEVER EXCEED THE COLLATERAL LOAD ALLOWANCE TO THE GROUND. TO THE ROOF. 9 EpF • v- FOR THE ROOF SYSTEM. FOR UNIFORM LOADS THAT RUN PARALLEL TO THE PURLINS, IT MAY BE <' `.'2�R��jP••'�� NECESSARY TO USE TRANSVERSE SUPPORT CHANNELS( A.KA. TRAPEZE BEAMS) ATTACHED TO THE 0 WEBS OR FLANGES OF ADJACENT PURLINS TO SPREAD THE LOAD BETWEEN TWO OR MORE PURLINS. IN �,►`S�DNAL�� SUCH CASES, CONTACT THE BUILDING MANUFACTURER OR A LOCAL PROFESSIONAL ENGINEER PRIOR TO GUTTER INSTALLATION DETAIL ��I/11111OO ATTEMPTING TO HANG LOADS FROM THE PURLINS (ONLY IF PROVIDED) LANDMARK ENTERPRISE ISSUE DET CHK DATE PARK PLACE SEVEN a 5470 8/13/18 ZEPHYRHILLS, FL 33542 MWIM wuE SPECIAL DETAILS NONE nw. c NO, 0RNWN NO aEa®NO PAGE 9 CH JRD If