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HomeMy WebLinkAbout18-19959 CITY OF ZEPHYRHILLS , 5335 -8TH STREET (813)780-0020 19959 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19959 Address: 3905 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: 19-26-22-0010-00000-0070 Improv. Cost: 900,000.00 OWNER INFORMATION Date Issued: 7/17/2018 Name: CHANCEY PARTNERS LLC Total Fees: 13,570.38 Address: 34851 STATE ROAD 54 Amount Paid: 13,570.38 ZEPHYRHILLS FL 33541-2129 Date Paid: 7/17/2018 Phone: 813-997-0636 Work Desc: CONSTRUCT SHELL ONLY METAL BUILDING 20,000 CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUMN INC BUILDING FEE 4,705.80 FIRST CLASS ELECTRIC INC ELECTRICAL FEE 1,021.50 HARRIS SERVICES UNLIMITE PLUMBING FEE 681.00 PUBLIC FEE 1% 64.08 POLICE IMPACT FEE 3,260.00 FIRE IMPACT FEE 3,500.00 PUBLIC SAFETY 5% 338.00 1 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ° Sunstate Aluminum-.metal building shell 10,000 sq ft ------------- Column SQ. FEET PRICE MAIN OR LIVING: 20,000 $ 45.00 F2 VB OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 900,000.00 FEE SHEET $ 4,540.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 4,705.80 ELECTRICAL: $ 1,021.50 PLUMBING: $ 681.00 MECHANICAL: SUB-TOTAL $ 6,408.30 Public Art Fee $ 64.08 TOTAL $ 6,472.38 SEWER: n/a WATER: n/a IRRIGATION: $ - TOTAL: $ - WATER METER: n/a IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 3,260.00 FIRE $ 3,500.00 5% $ 338.00 TOTAL: $ 7,098.00 SUB-TOTAL $ 13,570.38 PARK IMPACT FEESI na SIF'S: na 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S : at b/out 99% $ - 1% $ TOTAL: $ 13,570.38 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting Owner's Name Owner Phone Number 1 L Owner's Addre -—- __.. - f�(�Owner Phone Number Fee Simple Titleholder.Name o V c—Owner Phone Number Fee Simple7itleholder Address JOB ADDRESS r CC- LOT# I J SUBDIVISION lC- �-� PARCEL ID# i (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTRkf ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM [ ] OTHER TYPE OF CONSTRUCTION =: BLOCK = FRAME = STEEL DESCRIPTION OF WORK i BUILDING SIZE I d O�v SQ FOOTAGE Od HEIGHT BUILDING $ 063 VALUATION OF TOTAL CONSTRUCTION i =ELECTRICAL $ AMP SERVICE 0 9 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ ` ` =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q I C� =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO- i ZI BUILDER __ — COMPANY c SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# ELECTRICIAN < VIX/v� O� COMPANY SIGNATURE i REGISTERED / N FEE CURREN Y/N Address License# ��IOQ2a PLUMBER n COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address 3-0 A- 49.90iC G fc4 License# , E OS7yL/ MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(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 w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/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 w/.Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. """"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$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) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 19-26-22-0010-00000-0070 1 Pasco County Property Appraiser Page 1 of 1 Data Current as Of: Weekly Archive = Saturday, June 16, 2018 Parcel ID 19-26-22-0010-00000-0070 (Card: 001 of 001) Classification 40 - Vacant Industrial Mailing Address Property Value CHANCEY PARTNERS LLC Ag Land $0 34851 STATE ROAD 54 Land $125,762 ZEPHYRHILLS FL 33541-2129 Building $0 Physical Address Extra Features $0 3905 CORREIA DRIVE ZEPHYRHILLS, FL 33542 Just Value $125,762 Legal Description (First 4 Lines) Assessed (Non-School Amendment 1) $96,771 See Plat for this Subdivision Non-School Taxable Value $96,771 PARK PLACE CENTER School District Taxable Value $125,762 PB 65 PGS 77-80 Warning: A significant taxable value increase may occur LOT 7 when sold. OR 6298 PG 1123 Click here for details and info. regarding the posting of Jurisdiction exemptions. City of Zephyrhills _ Land Detail (Card: 001 of 001)Line Use Description Zoning Units Type Price__ Condition ;Value 1 4000 VAC INDUST OOLI 12,000.00 SF $2.50 1.00 _j $30,000 2 _ 4000 IVACINDUST . OOLI 38,000.00 ^SF $1.84 1.00 ' $69,920_ 3 _ 4000 JVACINDUST OOLIT 34,414.001 SF $0.74 1.00 $25,466 4 4000 jVAC INDUST) OOLI 37,572.001 SF 1 $0.01 1.00 j $376 Additional Land Information _ Acres ( 2.80 Tax Area 30ZH Code -- Commercial Code I IPPC6AA Building Information - Use 00 - Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved _ Extra Features (Card: 001 of 001) _ Line _ Description (Year jUnits IValue No Extra Features Sales History Previous Owner: HUYGENS ERIC J REVOCABLE TRUST Month/Year jBook/Page Type DOR i Condition A uom nt Code 03/2005 6298 / 1123� Warranty Deed TVacant $0 _ http://search.pascopa.com/parcel.aspx?parcel=2226190010000000070 6/20/2018 David Hayford:Electric_Inc.. dba First Class Electric 7141.Berry Road Zephyrhills,Fl 13540 License EC 0002570 Phone(813)363-2066Fax(351) 567-6506 davidhayfordelectric ,,gmail.com tod emu. 4L o �iPCi,Ifun e City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: JUA4, k � G Date Received: — -� Site: r fG Permit Type: YP ®" l Approved w/no comments: - Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be ke .Vwith the permit and/or plans. �'ficer Date Contractor and/or Homeowner -`�i� / (Required when comments are present) ��-- (�/�� 2018169874 Permit No. 1, L Parcel ID No 1 ? ��� C��C•l�V NOTICE OF COMMENCEMENT State of ��L> {� County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information is provided In this Notice of Commence nL• f` M�,� �r1�.�/ 1. Description of Property: Parcel Identification No. tc Ze :2a 00 1(3 mono" V y IL] Street Address: ���-�e�•C-Clg'g.re\b �� G.y��/`61f'+11a 33!54Z 2. General Description of Improvement 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement: City State Interest in Property: Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4. Contractor. eqL Address l Ciry State • �j� Contractor's Telephone No.: V 5. Surety. °G® Name p Address City StateAl Q Amount of Bond:$ Telephone No.: ~000 6. lender. Name 01111111 Address City State ®,� • Lenders Telephone No.: •- .b� 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by - * �(7 2 �R Section 713.13(1)(a)(7),Florida Statutes: Name Z M� fnm �'U3i61 t'n Z -(0 Address City State 0 0 0 'yt Telephone Number of Designated Person: � 7 �1' 0 0 C 8. In addition to himself,the owner designates of_ _: _O 0 70 M to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. r 0 Z C m T1 Telephone Number of Person or Entity Designated by Owner. (� T 0 OD C) 9. Expiration data of Notice of Commencement(the expiration date may not be before the completion of construction and and final payment to the - Zl 0 contractor,but will be one year from the date of recording unless a different date Is specified): O m "O WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT T n ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 0 O = RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE C7 0 ;a T m RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT O 0 —I 1l WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r Z 2 0 Under penalty of perjury,I declare that I have read the foregoing notice of commen rt ea at the fads stated therein are We to the beat m of my knowledge and belief. — ( Z 0 G) -� STATE OF FLORIDA A O N r fn 0 — E COUNTY OF PASCO o � = O G) 0 gna re o Owner or Lessee,or Owners or Lessee's Authorized — r- m 0) ,�n m — Offi r [rector/Partner/Manager M� Z fn• _ m D Signstary's Title/Office The foregoing Instrument was acknowledged kelbre me this_-�,_r.dqy of D�T. 20joy asly/ /tll.i/I 6 tt_� (type of authority,e.g.,officer,trustee,attomey in fad)for (nem f party on behalf of whQm Instrumentt _sexeccuuted). Personally Known Produced Identification❑ Notary Signs ,. .�/�C d1(g Type of Identification Produced Name(Print) l J K• D IGL- !m-r-r0 ee: 7 0.00 IT: 0.00 �`Jrr K' COTTG 10/05/2018 E. M., Dply Clerk •r1PON-Nam pala � raMMi. *trout L, My Corim.tow JM It=0 .. �`*� Ramdadlhrouph1gj10MIMOtalyAini. wpdata/bcs/noticeeommencemen(pc053048 /p -g-.bpEp�-PRSCd-CLER1ra-C7MPTRo[CE�, 10/05/2018 0 OR 8K g :51am 1 of 1 -rgg PG 3422 Jacqueline Boges From: Shane LeBlanc Sent: Wednesday, June 20, 2018 3:15 PM To: Todd Vandeberg; Rodney Corriveau; Joel Bacon; Jacqueline Boges Cc: Steve Spina Subject: RE: correia development Thanks for the reply. I'm sure the erosion control BIVIP's will be a condition of the permit.That's a lot of fill being trucked in w/o a permit. Shane LeBlanc, Public Works Director City of Zephyrhills 0: 813.780.0022 x 3561 From:Todd Vandeberg Sent:Wednesday,June 20, 2018 3:12 PM To:Shane LeBlanc<sleblanc@ci.zephyrhills.fl.us>; Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us>;Joel Bacon <JBacon@ci.zephyrhills.fl.us>;Jacqueline Boges<jboges@ci.zephyrhills.fl.us> . Cc:Steve Spina <SSpina@ci.zephyrhills.fl.us> Subject: RE: correia development Site plan is essentially done just a couple of landscaping items remain. We may have authorized him to do some grading work but always under the premise that SWFWMD permits are required. 0 203 FA iiil® ` 'odGCH 1Tande Berg Director of Planning Planning Department City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Phone: 813.780.0006 Fax: 813.780.0005 vandebere@ci.zephyrhills.fl.us "It's not the Plan that's important.... it's the Planning" 1 From:Shane LeBlanc Sent:Wednesday,June 20, 2018 3:09 PM To:Todd Vandeberg<tandeberg@ci.zephyrhills.fl.us>; Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us>;Joel Bacon <JBacon@ci.zephvrhills.fl.us>;Jacqueline Boges<iboges@ci.zephyrhills.fl.us> Cc:Steve Spina <SSpina@ci.zephvrhills.fl.us> Subject: RE: correia development Did we ever find out if this project has an approved site plan or permit to commence work? Thanks, Shane LeBlanc, Public Works Director City of Zephyrhills 0: 813.780.0022 x 3561 From:Shane LeBlanc Sent: Friday,June 15, 2018 1:09 PM To:Todd Vandeberg(tandeberg@ci.zephyrhills.fl.us)<tandeberg@ci.zephvrhills.fl.us>; Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us>;Joel Bacon (J Bacon @ci.zephyrhills.fl.us) <J Bacon @ci.zephyrhills.fl.us>;Jacqueline Boges(iboges@ci.zephyrhills.fl.us) <iboges@ci.zephyrhills.fl.us> Cc:Steve Spina (SSpina@ci.zephvrhills.fl.us) <SSpina@ci.zephvrhills.fl.us> Subject: FW: correia development Do they have an approved site plan or permit at this location. Seems like a lot of fill being moved around with no erosion control measures in place. Thanks, Shane LeBlanc, Public Works Director City of Zephyrhills 0: 813.780.0022 x 3561 From:Shane LeBlanc Sent: Friday,June 15, 2018 10:33 AM To:Joel Bacon (JBacon@ci.zephyrhills.fl.us)<JBacon@ci.zephyrhills.fl.us> Cc: bburgess@ci.zephyrhills.fl.us Subject: correia development Joel, I noticed a lot of fill being moved around at the Correia development, little to no erosion control measures in place. Thanks, shag J. LeBlanc/, 2 Public Works Director City of Zephyrhills office:813.780.0022 x 3561 Cell:813.714.6293 5335 8th Street Zephyrhills, FL 33542 fsrr ter,Y,rr+xtx[;.. s 1' LANDMARK ENTERPRISENGS, INC. 11138 HANNAWAY DR. RIVERVIEW, FL 33578 DATE: 5/10/18 PARK PLACE SEVEN JOB NO: 5346 BUILDING SIZE: WIDTH 80 ft. LENGTH 125 ft. EAVE HT 20.67 ft. JOB SITE: ZEPHYRHILLS, FL 33540 To Whom It May Concern: This Letter of Design Certification ensures that primary and secondary 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 Enclosure Type Enclosed Rigid Frame (Cs) 0.0100 Internal Wind Coef. -0.1610.18 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 Members, 2012 Edition. *MBMA Low Rise Building Systems Manual,Latest Edition. *AISC Design Guide 3,"Serviceability Design Consideration for Steel Buildings,Second Edition" *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 ecludes Accessory items such as doors, windows,louvers, translucent panels, and ventilators. This certification specifically excludes an-, `ounriaticc, nasonry, erection of building and general contract '.work. The undersigned is not the engineer of record for the overall project. Sincerely, Ashok A.Patel, P.E. "Al No.73653 STATE O10 '<< Iq Al �1f1ii;11 ��� I 4 SOIL COMPACTION 'TO 95% OF MODIFIED PROCTER SOIL BEARING CAPACITY VALUE OF1000 LBS/SQ FT MINIMUM SLAB&FOOTING POURED SIMULTANEOUSLY WITH PIERS 4000 PSI W 6'x6' #10-10 WWM OVER N E'1 ' 6 MIL POLYFILM W/EDGES LAPPED 6' &TAPED. OVER CLEAN COMPACTED 31'-3 31'-3' 31'-3' 31'-3' TERMITE TREATED SOIL � ��C���'�u`� j - 6' -b ] - r------------ ---------- ------ I --------- CF-3 ICF-3 I - I1 I - I T CF-1 - CF-1 - -� CF /1\ j i I I I I I NT S ( CF-2 I C10LONG APPROX) I - CF -2 I -- - - - - - - - - - -I- - - - - -r - - �c1E #5 HAIRPINS SLAB&FOOTING POURED I 1-P`N I SIMULTANEOUSLY WITH PIERS I I TYPICAL ALL CF-1 3000 PSI W 6'x6' #10-10 WWM OVER @ I I 16 MIL POLYFILM W/EDGES LAPPED 6'1 I I &TAPED. OVER CLEAN COMPACTED I TERMITE TREATED SOIL I I ( I I I I 1' DEEP SAW CUT o I I 4 TO 12 HRS AFTER POURING I I SAW CUT JOINT(TYPICAL) I I I I I_ CF-2 I I F---- - - - - T- - - - - - —I— - - - - - -T - - - - --! ( I I I I 1 I No.53608 a CF-3 J J CF-3 -----------� ----------� ----------I ---------- � •sp �v Qj�1e e, ORIO •, —6' 2,_6, ��� F •aae•je�� O 31'-3' • 31'-3' 31'-3' • 31'-3' SEE PIER DETAILS ON SHT*FND 2 I HEREBY CERTIFY THAT I HAVE D.W. SMITH M.S. PE. 53608 PREPARED THIS PLAN AND IN COMPLIANCE WITH ASCE 1 FLI1tIDA PRIFESSIDMAL ENGUEER LICENSE 53608 FLORIDA BUDDING CODE 2017 6TH EDITION PROJECTS CONSULTING ENGINEER 9909 VMJ.M I DR1VE UK CITY.FUMM 33323 NOTES: PFOE#813 469 2289 FAX#3SP-321-0067 E-tt fl. d,sf*p.t.orhlkWst ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN ALL ANCHOR BOLTS SIZES TO BE AS SPECIFIED ON SHEET F1 ANCHOR BOLT PLAN 0'I 125 RJI#CAIpN P.M BASE ANGLE TO BE FASTENED ® 24" O.C. W/ DRIVE PINS PFOSJWT IMO&C D ova as 1 8 I RI)IO DAVID W. SMITH. MS., FE*53608 A9BRESs Rmm ENGINEER'S NOTES: 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF. 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' LUNG AND NEED FOR RE-INS AND TREATMENT CONTRACT RENEWAL SHALL BE ASTMA-307 STEEL ANCHOR 6'-6'/#10-#1OWWM DESIGN WIND SPEED = 140MPHult/11OMPHasd #5 HAIRPIN BOLTS EMBEDDED INTO PIER PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR WIND RISK CATEGORY=II (10' LONG APPROX) 33' (MIN 2 1/2' PROJECTION) ELECTRIC PANEL FBC 104.26 WIND EXPOSURE = B ENCLOSED STRUCTURE L 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,BETWEEN WALL INTERNAL PRESS. COEF. = +/- 0.18 COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES INTERNAL PRESS. COEF. = +/- 0.18 %D X 6' X 4' 3000 PSi -r EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN "THICK CONCRETE PIER ADHERED DIRECTLY TO THE FOUNDATION WALL. SOIL COMPACTION TO 95% OF MODIFIED PROCTER WITH (8) #5 REBARS BOTH WAYS TOP & SOIL BEARING CAPACITY VALUE OF 1,000 LBS /SQ FT MINIMUM BOTTOM EQ SPACED APPROX 8' OC W/ 3' MIN CVR& #3 VERT CORNERS & APPROX 16' O.C. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK @ FILL IS COMPLETED. C O N C R ETE 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' TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY 3' HOOK (TYP)-' 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION COMPRESSIVE STRENGHT OF 3,000 PSI. CF-2 TYPICAL FOOTER DETAIL 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 2, APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ASTMA-307 STEEL ANCHOR 6'-6'/#10-#10WWM DISTRUBANCE OF SOIL AFTER THE TREATMENT. ACI PUBLICATIONS, 301-72, 318-77, 347-68, AND SP-5 #5 HAIRPIN BOLTS EMBEDDED INTO PIER CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI (10' LONG APPROX) 33' (MIN 2 1/2' PROJECTION) 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST 301-72. RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. RETREATMENT IS REQUIRED. 3. REINFORCING STEEL SHALL MEET ASTM A615. GRADE 40. - � 'x4'x 4' 3000 PSI 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER CONCRETE PIER 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS WITH (6) #5 REBARS BOTH WAYS TOP & MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. FOLLOWS' BOTTOM EQ SPACED APPROX 8' DC V/ 3' MIN CVR & #3 VERT @ CORNERS & APPROX 16' O.C. 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER BEAMS ABOVE GRADE= 1 1/2' I _____________ CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SLAB ON GROUND ' CENTERED SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE FOOTINGS, 3' @ SIDES & 3' @ BOTTOM GRADE BEAMS 1 1/2' TOP, RETREATED. 2' @ SIDES & 3' @ BOTTOMS ' X q 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT. COLUMNS 1 1/2' 3' HOOK CTYP STRUCTURAL SLAB ' 3/4' CF-2 TYPICAL FOOTER DETAIL 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE 5. 6'-6'/#10-#10 WELDED WIRE MESH SHALL BE IN 3/4' DIA X 24' LONG 6•-6•/#io-#10WVM ACCORDANCE WITH ASTM A185. ASTMA-307 STEEL ANCHOR OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL BOLTS EMBEDDED INTO PIER STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR 21' (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 -L AGRICULTURE AND CONSUMER SERVICE. DRAWINGS. '-6'x2'-6'x2'-6' 3000 PSI ________ ç2 CONCRETE PIER 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING .� WITH (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 EQ SPACED APPROX 8' OC W/ 3' MIN CVR CONSTRUCTION. & #3 VERT @ CORNERS & APPROX 12' O.C. INCLUDES ALL GRADE STAKES,TUB TRAP BOXES,FORMS,OR OTHER CELLULOSE CONTAINING MATERIAL. 8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE k'-6'x2'-6 3' HOOK (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 WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. FOOTING NOTES: 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING -1- MARK FOOTING SIZE REINFORCEMENT REMARKS DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY 16' CF-1 6' X 6' X4' (8) -5 EQ SPACED BOTH WAYS 2-LAYERS OF 5 T&B W 3 VERTICALS& 5 HAIRPINS PADS, SUPPORT FRAMES ETC. REQUIRED FOR MECHANICAL AND L. . THRU PIER FOOTERS CF-2 4'W X4'LX4' H 6) -5 EQ SPACED BOTH WAYS 2-LAYERS OF 5 T&B W/ 3 VERTICALS& 5 HAIRPINS ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTURAL 4 1-5 EQ SPACED BOTH WAYS I 2—LAYERS OF 1 5 T&B W/ 13 VERTICALSdc 15 HAIRPINS DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH I_12L.l OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. 4'/3000 PSI CONCRETE SLAB e� 12' W X 16' H 2 - 15 CONTINUOUS I 1 5 BARS CONTINUOUS THRU PIER FOOTERS TO BE PLACED IN CONCRETE. W/ 6'x6' #lo-10 wwM OVER � 6 MIL POLYFILM W/EDGES LAPPED 6' �1► a, N 11. ANY CONFLICTS BETWEEN STRUCTURAL DRAWINGS AND/OR TERMr�T�ED SOIL APOUREDMSII COMPACTED 11. -� :T TIFY THAT I HAVE D.W. SMITH,M.S., PE. # 53608 WITH FOOTERS W/2 #5 REBAR CONTINUOUS® Q' LAN IN COMPLIANCE SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WITH PIERS PER PLAN AND PIER DETAILS/ Off• TH '7-10 AND THE FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 ENGINEER PRIOR TO PROCEEDING WITH THE WORK AFFECTED. WF-1 TYPICAL FOOTER DETAIL fl v UILLI�NcCODE 2017 6T EDITION PROJECTS CONSULTING ENGINEER 12. REINFORCEMENT: 6"-6"/#10-#1O WOVEN WIRE MESH. 0 . . ,. 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 STATE OF NOTES: �� } �� PHONE# 813 469 2289 FAX* 352-521-0867 E-MAIL' dwsfl a@earthunk.net �' ,� is (� _Al P ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN �, "� •` '�`� ""' LANDMARK ENTERPRIZE ALL ANCHOR BOLTS SIZES TO BE AS SPECIFIED ON SHEET Fl ANCHOR BOLT PLAN ��j TONAL `.1 '1 PROJECT 80' X 125' IFOUNDATION PLAN BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS i,%, ID I I DESIGN: DWS I DRAFT: DS I CHECK:DWSPE DAVID W. SMITH, M.S., PE.#53608 PROJECT LANDMARK ENTERPRIZE DATE: 6/18/2018 SHEET FND 2 OF 2 ADDRESS I ZEPHYRHILLS, FLORIDA IREFER TO ANCHOR BOLT PLAN SHEET 1 BUILDING PROFILE 10)SECONDARY MENDERS AND FLANGE BRACE CONNECTIONS SMALL ALWAYS BE SNUG TIGHT.U'D. 11)ANCHOR BOL75 3/4'N OIAMEIER THRU 11/4-NCONFORM DWIEIER TO AS.T.M.E1554 OR.36. Width (ft) = 80 Eave Height (ft) = 24 H/S ANCHOR BOLTS 1/2 2'IN DIAMETER CONFORM TO AS.TJL A-307. D)ALL STEEL MEMBERS EXCEPT BOLTS.FASTENERS.CABLE AND RODS SHALL RECEIVE ONE COAT OF STANDARD RED Length (ft)= 125 Roof Slope (Rise/12) = 0.512 SHOP PRIMER. E)SHOP AND FE AND LD INSPECTIONS D ASSOCIATED FEES ARE THE RESPONSIBIUtt OF THE CONTRACTOR.UNLESS STIPULATED OTHERWISE N THE CONTRACT. U BUILDING LOADS APPROVAL NOTES A) THIS IS TO CERTIFY THAT TIOS STRUCTURE IS DESIGNED UMUZIMG THE LOADS tiT INDICATED AND APPLIED AS REQUIRED BY FBC 17/6TH EDITION THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING A)IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: ---- PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED N THE COFI ACi ACCESSORY ITEMS SUCH AS DOORS.WINDOWS. LOUVERS.TRANSLUCENT PANELS.VENTILATORS ARE 1)BE MADE IN CONTRASTING INK NOT II CUJOED.ALSO EXCUUDED ARE OTHER PMTS OF THE PROJECT NOT PROVIDED BY THE 2)HAVE iiLL INSTANCES OF CHANGE CLEARLY INDICATED. BUILDING MANUFACTURER SUCH AS FOUNDATIONS. MASONRY WALLS. MECHANICAL EQUIPMENT AND 3) BE LEGIBLE AND UNAMBIGUOUS. THE ERECTION AND INSPECTION OF THE BUILDING.THE BUILDING SHOED BE ERECTED ON A FLORIDA PRODUCT APPROVAL NUMBER DRAWING INDEX PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURERS DESIGN B)DATED SIGNATURE IS REQUIRED ON ALL PAGES. MANUAL THE ATTACHED ORAIWINM AND GOOD ERECTION PRACTICES THE END USER MID/OR C) MANUFACTURER RESERVES THE RIGHT TO RESUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED �R ROOF PANEL 15998.2 REV. PAGE DESCRIPTION ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE 10 AVID MSFABRICATDN.THIS MAY OAPACT THE tf SCHEDULE. PBR WALL PANEL 176622 LOCAL B ILDNG DEPT. 3070 WALKDOORS +50/-50 PSF 17900.1 0 COVER PAGE 0)APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY 1 ANCHOR DOLT LAYOUT OCCUPANCY/RISK CATEGORY N — Normal k 1.00 INTERPRETED THE CONTRACT REQUIREMENTS,AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS WND LOAD ULTIMATE 140 MPH NOMINAL 108.44 MPH DRAWN,OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED IT IS THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE 1.1 ANCHOR BOLT DETAILS WND EXPOSURE B BY MANUFACTURER. ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES NOT CLOSURE TYPE Enclosed CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CO PROVIDED BY MOM TO THEIR LOCAL PERMITTING OFFICE. ANC HOR CHOR DOLT REACTIONSE)ANY CHANGES NOTED ON ThE DRAWINGS NOT IN to INTERNAL WIND COEFFICIENT —0.18 / 0.18 CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS COO€S.AND MEET All.DESIGN 2 ROOF FRAMING LAYOUT N SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO N WRITI BY NG CHANGE ORDER OR SEPARATE 2.1-2.3 RIGID FRAME CROSS SECTION COLLATERAL DEAD LOAD 3 PSF DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR IDICATNG ROOF LIVE LOAD 20.00 PSF REDUCBLE Yes APPROVAL. DISAPPROVAL, REJECTION,OR MERE REVIEW OF THE DRAWINGS SUBMITTED.HOWEVER. MANUFACTURER ALL VEHICIAR FRAMED OPENINGS SUPPLED ON THIS PROJECT 3 SIDEWALL FRAMING LAYOUT ( ) DOES NOT ACCEPT CHANGES OR ADDRONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH HAVE BEEN DESIGNED TO SUPPORT WOO LOADS NORMAL TO A DEAD LOAD 2.000 PSI (FOR ROOF PANELS MID PITONS) USE OF A STAMP OR SIMILAR I DICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED 70 DOOR SYSTEM, BASED ON THE STANDARD BUILD.G CODE CRITERIA. 4 ENDWALL FRAMING LAYOUT THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR MANUFACTURER'S DRAWINGS BY THE CUSTOMER.ARCHITECT. ENGINEER.OR ANY OTHER PARTY WILL BE 5-5.4 FRAMING DETAILS CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES,AND WILL NOT ALTER THE ANY ADDITIONAL MOMENT OO HECA INNOR FORCE FROM THE DOOR W RESPONSE Ss O.D690 S1 0.0350 Sds 0.0736 Sd1 0.0560 CONTRACTUAL RIGHTS AND OBLIGATIONS POSTING BETWEEN MANUFACTURER AND ITS CUSTOMER. ANY 10 VHS INFORMATION SHOWN HERE Y 6 ROOF PANELS & TRIM SITE CLASS D DESIGN RISK CATEGORY A Cs 0.0100 REINFORCEMENT.AN ENGINEERING INVE5TIGAtroN1 AND POSSIBLE BUILDING 6.1 ROOF PANEL DETAILS SAFETY COMMITMENT 7 SIDEWALL PANELS & TRIM BASIC SEISMIC FORCE RESISTING SYSTEM (LATERAL D(RECTIONS)-ORDINARY STEEL MOMENT FRAMES 7.1 SIDEWALL PANEL DETAILS 0 BASIC SEISMIC FORCE RESISTING SYSTEM (ENDwAt I S) - ORDINARY CONCENTRICALLY Y FRAME FRAMES A) THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE BASIC SEISMIC FORCE RESISTING SYSTEM LONN:ri11MNAl nmR TmLc)=ORDINARY CTFR BRACED FRAMES/ SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ME BEYOND THE 8 ENDWALL PANELS & TRIM ( CONTROL OF THE BUILDING MANUFACTURER ORDINARY STEEL MOMENT FRAMES B) IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP 8.1 ENDWALL PANEL DETAILS ANALYSIS PROCEDURE = EOUN FM LATERAL FORCE PROCEDURE PRIORITY OF ANY JOB SITE 9 SPECIAL DETAILS C) LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE SERVICEABILITY CRITERIA WORKER SAFETY. OFERENCEED IS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES O LM_ D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. OORS, WINDOWS. ETC.) BY OTHERS MUST BE DESIGNED AS -COMPONENTS EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. D CLADDING" IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF lf) Endwall Column = 120 Roof Panel Live = Bp E) DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS. RUBBER BUILDING CODE. 3 r) J (Live) SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERAL.,AND SAFETY NETS WHERE APPLICABLE. z Endwal Rafter(Live) = 180 Roof Panel (Wind) - 60 ARE RECOMMENDED. W I Endwol Rafter(Wind) = 180 Rgid Frame (Harz) - 60 Wall Girt = 90 Rigid Frame (Vert) - 180 ERECTOR / CONTRACTOR RESPONSIBILITIES N LLii Roof Purin(Live) - 150 Roof Purfin (Wind) = 150 A) IT IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS W U) W Wall Panel — 60 COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES.THE SUPPLYING OF SEALED 0 J NJ ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN Li.l GENERAL NOTES PROFESSIONAL FOR A CONSTRUCTION PROJECT. I- B)THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS Y S (n A)THE 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 REQUIRED. --- SPECTRAL dSTIPULATED NTHE CONTRACT AND SHOWN ON THESE DRAWINGS.ANY ALTERATIONS TO THE STRUUCTURAL SYSTEM OR CORRECTLY INTERPRETED AND APPLED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPEGYFICATONS. < mW 0 REMOVAL OF ANY COMPONENT PMTS.OR THE ADDITION OF OTHER CONSTRUCTON MATERIALS OR LOADS MUST BE (SECT. 4.4.1 MSC CODE OF STANDARD PRACTICES. 13TH ED.) d ~ N DONE UNDER THE ADVICE MID DIRECTION OF A REGISTERED ARCHITECT.CIVL OR STRUCTURAL ENGNEER, D)WHERE DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLANS Fat THE BUILDNG MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT NDICATED. OTHER TRADES. THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 13TH ED.) 8)THIS METAL BUILDNG IS DESIGNED WITH THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED E) DESIGN C)NSIDERATONS OF ANY MATERALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BU LDING ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWI D ORGAN ZATiONS A D CODES. MANUFACTURER ARE THE RESPONSBI TTY OF THE CONTRACTORS AND ENGINEERS OTTHER THAN THE BUILDING MANUFACT- 1.AMERICAN NSTITUTE OF STEE CONSTRUCTION: •AMC SPECO1C17ON FOR STRUCTURAL STEEL BUILDINGS- URER'S ENGINEERS UNLESS SPECIFICALLY NDICATED. ALLOWABLE STRESS DESIGN' O THE ERECTOR/CONTRACTOR IS RFOR CODI.E FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK N COMPLIANCE WITH CCREDITE ��,�►� rigTHE BUILDING MANUFACTURER`S •FOR CONSTRUCTION'DRAWIMS ��� uB / ��G)PRODUCTS SHIPPED TO ERECTOR/CONTRACTOR OR HIS CUSTOMER SHALL BE ISPECiED Br ERECTOR/CONTRACTOR p/ i/�/� � ^ �^LJ //2.AMMERI AN RON AND STEEL NSiITUTE 'SPECIFiCATON FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL IMMEDIATELY UPON ARRIVAL CLAMS FOR SHORTAGES OR DEFECTIVE MATERIAL F NOT PACKAGED MUST BE SENT TO THE AC f' L. --- MEMBERS• MANUFACTURER IN WRITNG WITHIN FIVE(5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER. F A DEFECT IS OF SUCH A NATURE �� /THAT REASONABLE VISUAL INSPECTION WOULD FAN.TO DISCLOSE R.THEN THE C AIM MUST BE MADE WITHIN FIVE(5)DAYS BUILDING DESIGNED & MANUFACTU Ar 'Q /3.AMERICAN WELDING SOCIETY: STRUCTURAL WELDING CODE'AIMS D1.1. AFTER THE (RECTOR/CDNNTRACTTOR LEARNS OF THE DEFECT THE MANUFACTRER WIL NOT BE LABLE FOR ANY DEFECT UNLESS BY AI L.S ACCREDITED FACILITY.4. METAL BUILDING MANUFACTURER'S ASSOCATON 'LOW RISE BUILDING SYSTDAS MANUAL' CLAM IS MADE WITHIN ONE(1)YEAR AFTER DATE OF THE ORIGINAL SHPMENT BY THE MANUFACTURER TO CONTRACTOR 7Ii O• � S , W OR HIS CUSTOMER.THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERALS FRAMING COLORS +UPON RECEIPT OF CLAIM BY CONTRACTOR. r (n C) 1) MATERIAL PROPERTIES OF STEEL PLANE USED N THE FABRICATION OF PRMMARY RIGID FLUMES MID OTHER F A DEFECT IS OF SUCH NATURE THAT R CAN BE REMEDIED BY A FIELD OPERATON AT THE JOB SITE WITHOUT =Fanun® Ro-Red O1li. iPRIMARY STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTIONS,CO FORM TO ASTM-A529 OR A572 . FLANGES WITH TILE NECESSITY OF RETURNING THE MATERAL TO TILE MANUFACTURER,THEN UPON WRITTEN AUTHORIZATION OF Flory.braoc CP-G.JG,Prig •'-- ,.tTHICKNESS OF ONE NCH OR LESS AND WIDTH OF 12'OR LESS COFORM TO A529 WITH A MINIMUM YELD POINT O THE MANUFACTURER THE CONTRACTOR MAY REPAR OR CAUSE THE MATERAL TO BE REPAIRED AND THE MANUFACTURER Q Cl- i i55.000 psi. FIJANGES GREATER TAN 1'N 1HICKNESS ai 12'N WIDTH CONFORM 70 A572 WITH A MNIMUM VELD WILL REIMBURSE THE CONTRACTOR FOR.THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AU HORIZATION.2) RAPOINT I 50,000 psi.L R FPPEDA CTO►S CONFORMTERIAL CONFORMS TTO A�STM-��GRAADE B WITH A MNIMUUMM YIIEELD'� THE CORRECTIN OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPOENTS N 70 TYNE, MODERATEu ~POINT OF 42A00 psL AMOURS O REAMNG.CHIPPING AD CUTTING,AND THE REPLACEMENT OF MINOR SHORTAGES OF LATERAL ARE A NORMAAL CJ -- WZ -jPMT OF ERECTON AND ARE NOT SUBJECT TO CAM. C SEcltorM® / ,3) MATERIAL PROPERTIES OF POINT OF 46 TUBE SECTIONS CONFORM 70 A5iM-A500.GRADE 8 WITH A MNIAUM YELDH)Al EBRACING AS SHOWN MD PROVIDED BY THE WWUFACTURER FOR THIS BUILDNG IS REQUIRED AND SHAL BE eO��O�OD /!, *A (E ``\"4) MATERAL PROPERTES OF HOT ROLLED CHANNEL AND ANGLE MEMBERS COFORM TO THE REQUIREMENTS OF ASTM-A529 INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. 2 SEC110W RD WITFNNbNM YELD POINT OF 50000 PSI. HOT ROLLED W-SHAPED MEMBERS COFORM TO THE REQUIREMENTS OF I)TEMPORARY SUPPORTS.SUCH AS TEMPORARY GUYS. BRACES.FALSE WORK,CRIBBING OR OTHER ELEMENTS REQUIRED (SECUOW[ JASTM-A992WRH MINIUM YI LD PONT OF 50,000 PSI. FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED MO ISTALLED BY THE ERECTOR.THESE R 5 F 1®®®®5) MATERIAL PROPERTIES OF COLD FORMED LGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTI1 A653—O6 GR 55 OR TEMPORARY SUPPORTS WILL SECI�THE STEEL FRAMING.OR ANY PARRY ASSEMBLED STEEL FRAMIG.AGAINSTATOT1-04 HSIAS GRADE 55 WITH YIELD OF 55.000 psi. LOADS COMPARABLE IN NTENSIY 70 THOSE FOR WHICH THE STRUCTURE WAS DESIGNED.RESULTING FROM WND, z '- UJ 6) MATERIAL PROPERTIES OF ROOF/WALL SHEETING,BASE METAL CONFORM 70 ASiI—A792 GRADES D OR E WITH SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY LE 5 '— CE MINIMUM YIELD POINTS OF 50.000 psi AND 60.000 psi RESPECTIVELY.AS REQUIRED BY DESIGN.COATNG OF BASE OR THE ACTS OF OTHERS.NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO.EXPLOSION OR COLLISION. COLORS: MATERIAL IS 55X ALUMINUM-ZINC ALLOY IN ACCORDANCE WiTH AZ55 SPECFICATIEW (SECT. 7.10.3 AISC CODE OF STANDARD PRACTICE. 13TH ED.) 7)CABLE UTILIZED FOR BRACING CONFORMS 70 ASTM A475, CABLE BRACING IS TO BE INSTALLED TO A TAUT J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESGN.MATERIAL AND WORKMANSHIP OF FOUNDATION.ANCHOR BOLT aoDf GLVATIAME DRAWING STATUS JOB NO: PLANS PREPARED BY MBAR ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED wAEEs �aaE 1 w 5346 8 ROD UTILIZED FOR BRACING MEMBERS CONFORM TO ASiM-AM WITH MINIMUM YIELD POINT OF 36.000 PST. FOR A PROVAL 93 R IS THE RESPOSIBNIiY OF ERECTOR TO ENSUE PROPER BOLT TIGHTNESS N ACCORDANCE RDANCE WITH APPLICABLE TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. R IS RESPONSIBUIY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE DATE PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT. BEARING VALUES,TE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE _A_XE 81 61E_STATE ❑THESE DRAWINGS BEING FOR APPROVAL, ARE BY 2CSC SPECFICJATON FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS'. ALL A-325 BOLTS IN PRIMARY DEFINITION NOT hNOZ AND ARE FOR CONCEPTUAL 5/10/18 FRAMING MUST BE SMJG-TIGHT', EXCEPT AS FOLLOWS. CONCRETE FOUNDATION,AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM,OTHER IMPOSED LORD.AND THE EW SATE REPRESENTATION ONLY. THEiR PURPOSE IS TO BY: ISCALE: FU!Y-PRETENSION' A-325 BOLTS IN BEARING CAPACITY OF THE SOLI AND OTHER CONDITIONS OF THE BUILDING SITE(MBMA 06 SECTIONS 3.2.2 AND A3) CONFIRM PROPER INTERPRETATION OF•(HE PROJECT a) BUILDING LOCATED VI A HIGH SEISMIC AREA. FOR BC-BASED CODE, 'HIGH SEISMIC AREA-IS DEFILED AS 'SEISMICFIELD CORNM Boast[_SLATE DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" DAR NONE DESIGN CATEGORY'OF V. 'E•OR V. K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FI LD SUPERVISION FOR THE ERECTION NOR DOES CAN BE CONSIDERED AS COMPLETE. TIT E MBAR PERFORM ANY INSPECTIONS DURING OR AFTER ERECTON, FRAMED 0PO NM ells___SM FOR PERMIT: b)BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAAN 5.00 TONS COVER PAGE THESE DRAWINGS. BEING FOR PERMIT ARE BY DEFINITION C)BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION.IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS. Gun surJAS ED SLATE NOT FINAL IN THAT AS A MINIMUM I'IECE MARKINGS ARE NUMBER : d)ANY CONNECTION DESIGNATED IN THESE EAIES V �_325-�. COMPONENTS & CLADDING unfactored NOT IDENTIFIED. OILY DRAWINGS ISSUED ' FOR Wall Field Suction - —34.930 psf ooa6POVIS BUIB6tm SWE CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. Wall Edge Suction —42910 psf I B swE [j FOR ISSUED FOR FI CONSTRUCTION: USE FOR BUILDING ERECTION AND PAGE 0 . _ r SPliCE BOLT TABLE M 1 e9h W k e W MARK ToInside Flange d Bot Int TYPE DIA Len RF-lFlange 747 1 11.4 14.9 0.188 2-6 3 16 8 x 1/4 x 19-9 3/4" 8 x s 16 x 17-6 9/16" SP-1 4 4 0 A325 7/8" 3" 14.9/35.5 0.188 14'-11 8 x 5/16'x 3'-9 3/4' SP-2 4 4 0 A325 3/4' 2"1/2" 35.5/35.5 0.250 2'-6" SP-3 4 4 2 A325 7/8 3 RFI-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' 21.8/21.8 0.188 14-11 8 x 5/16'x 15-11 7/8" 8 x 1/4" x 19-5 3/4" BASE PLATE TABLE 21.8/21.8 0.188 5'-0 3/4" 8 x 5/16"x 5'-6 1/4' COL PLATE SIZE 21.8/21.8 0.135 5'-0 1/4" MARK Width THICK Length RF1-3 1267 218/218 0.188 14'-11 8 x 5/16' x 18'-5 3/4' 8 x 1/4'x 20'-0" 21.8/21.8 0.188 10'-1" 8 x 5/16' x 2'-0' 8 x 1/4" x 5'-0" BP— " " ' '1 8 3 8 1-0 21.8/30.0 0.250 I0'-9 5/8" 8 x 1/4'x 4'-0 1/4' 8 x 5/16" x 10-8 5/8' 8 x 5/16" x 11-3 5/8' FLANGE BRACES: (1) One Side; (2) Two Sides RF1-4 885 39.0/39.0 0.250 2'-1t 11/16" 8 x 1/4'x 4'-1 5/16" 8 x 5/16'x 2'-0' AB I {h 39.0/18.5 0.188 14-11' 8 x 1/4'x 3'-0 7/8" 8 x 5/16'x 18-2 3/4 — A 'L2x. xx eng (m) 18.5/11.4 0 1 3 16' 1 4'x '-0" L2x2x14 B - L2x2x125 3, 28•-7• �{ 24'-1wj► `4 26 GA. PBR. GALVALUME 12 2) o F8410A 2) — FB3 _ _ RF7-3 1 °j I RF1-2 la a I `r . ' M I (R N sn l � I IIiI IQ I__ riBP- � M i -0 1/16" 72-0 3/5' \\`, t{ lll`//// 3'-3 9/16 0' E CLEARANCE ���'� I A G7; 36 80'-0" OUT-TO-OUT OF STEEL = +� NO.7 jy�SS r' RIGID FRAME ELEVATION: FRAME LINE 2 3 4 ; ,p: $1A 1�/J1111{i ' �1 LANDMARK ENTERPRISE ISSUE DET CHK OAIE aaioroc PARK PLACE SEVEN roe exe awF: 5346 I__5/10/18 tcwioie y.:. 33540, Q` awww aavr e.-. M T t RIGID FRAME CROSS $E � NONE F Sn � Rx �,� � �4�a� ,rt, .kg, _ : .:> •:, x..:; .�.. .�. PAGE 21 DAR DAR�t�- SPW ji •Dia= 5/8' Dia= 3/4' 125'—O"OUT—TO—OUT OF STEEL LOW EAVE j 2 3 4 1— • 31'— ' — 31'-3' 9'-11' 12'—O 9-0' • 12'—O '-0" 1 12'—O '—O" —3 12-0 8'-8' 0 iv D D D BiD rfis B E gs BS 1 1 11 I D A A D 1 a v m m fn x X 0 0 F- D m of C A � E A C � y Hs O v of 1 : m 8 A A B 'C C \ BS cTi sCTs BS 8 A B _I il3 tJs s1t o 31'-3" ____________________________I '-3' - `- �� No.73653 1'-3' HIGH ' STATE OF ' ANCHOR BOLT PLAN _ ��'•, :� ` NOTE: Ail Base Plates 0 100'-0' (Unless Noted) i +C� F ~ '2 7014AL' G\\\\ T WALT- PANEL NOTE: ALL FIELD LOCATED FRAMED OPENING LOCATIONS SHALL BE AT THE DISCRETION OF THE LANDMARK ENTERPRISE I -73 : 1 i/4'2N1C 0ES ERECTOR/CUSTOMER. IT IS RECOMMENDED THAT t(Z2'7 4' 111411ER HN + ' "'B"' SC''"°�"� THESE ANCHORS BE LOCATED AT TIME OF ERECTION. PARK PLACE SEVEN 100._ " 5346 5 10 18 FIELD LOCATE: ZEPHYRHILLS. FL 33540 3070 WALKDOORS ANCHOR BOLT LA SCNL YOUT ONE sPw 7 4 FRAMED OPENING r : .. � .� ��� • _. . � �. _�� ..�=� � • pnc� �1F Onr�� � .: + '. .- '\- / _.._. x,.. .L.. : z t....,t"e... .... ..,'3uF�-.��.a.'�.%[:.'•-. t C-FvY.k �1"- L .'.'µO,Z'��YSY+r'Tf:3Ss x a°= 3/4" Di°= 5/8" 1 �Op ft 3. 3' 21/2" 21/2 1 1/2 1 1/2" 1 1/2" SEE PLAN SEE PLAN DETAIL A DETAIL D Di°= 3/4" 1 . . - 3" 21/2" 1/2LU1 1/2 10" SW 4 4 4 DETAIL B Dio= 3/4" 21/2" 1 1/2'1 1/2 10" SW SEE PLAN '1,/I/ DETPJL C 0.73653 -': '. STAB OF ` , 1 Jig CONCRETE LINE Q. ` FINISHED FLOOR �/� ' FLORID. C? .� I ELEV. STEEL LINE i-1/2' 1/2' c::� PROD. 'f �yteyp�b 1 1/2' FA. MOTH 1 1/2' LANDMARK ENTERPRISE ° a ° ISSUE DE7 CHK MTE f ° N� ° PARK PLACE SEVEN cos I5/1o/18 TYP. O.H. DOOR RECESS,DETAIL ti. ANCHOR BOLT PROJECTION r r a ZEPHYRHIL S FL 33540 ANCHOR AILS �NONE NEtw.r an own®•e: eye PAGE:��: 1810 �° DAR : SPW. _.....:...sC s..x.xr-=. .rxaats. ..• v c.+!. knx.cr FRAME LINES: 2.3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead-----Collateral- -----Live------Wind_Left1- -Wind_Ri htl- --Wind-Left2- (� (1 Lie Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 Y 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_Long 1- --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 Leftt Rightl Left2 Right2 Press Suct Longl Long2 Left H H Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert IL.. ~ 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 f V IV V 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 Col Right EIPAT_LL_1— EiPAT_LL_2— ElPAT_LL_3— E1PAT_LL_4— ElPAT_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 0 0.0 0.0 6.5 0.0 2.6 0.0 -0.3 0.0 3.0 0.0 3.2 Frm Cal 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 8 0.0 0.0 -0.3 0.0 2.6 0.0 6.5 0.0 3.2 0.0 3.0 i 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 20 A 4 0.750 8.000 12.00 0.375 0.0 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collat Live Leftl Rightl Left2 Right2 Press Suct Long1 Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert 2* Frame lines: 2 34 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 Frm Col Mc._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— E2PAT_LL_5— 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 8 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 Qty Locate (in) Type (in) 5 E 4 0.750 6.000 8.000 0.375 0.0 — • 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 Width (ft = 80.0 1. FOUNDATION DESIGN AND CONSTRUCTION ARE Eav He�gt (ft) 20.7// 24.0 Length i ) = 10 NOT THE RESPONSIBILITY OF METAL BUILDING e = Roof Slope (Rise/12) = 0.5 MANUFACTURER. Dead Load tpsf) == 2.0 2. ALL REACTIONS ARE UNFACTORED. Collateral Load sf) 3.0 Roof Live Load sf 20.0 Frame Live Load psf = 20 W/REDUCTION 3 ULTIMATE WIND LOADS ARE USED TO DERIVE Wind Speed (mph ) = 140.0 THE WIND REACTION. ��`,,I I I I JJ Wxrn�dsCode a B C 17 6TH EDITION 4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO '>\\``4 kk A'A. t�//// Enclosed/Open/Partial = ENCLOSED A TOLLERANCE OF +/— 1/8" IN BOTH \\� �� r� /,/ Importance Wind — 1.00 ELEVATION AND LOCATION. Lj v Importance Seismic = 1.00 '� �'• .� Seismic Zone —A 5. COLUMN BASE PLATES ARE DESIGNED NOT TO NO,73653 EXCEED A BEARING PRESSURE OF 1050 POUNDS PER SQUARE INCH. fr ' * " STATE • t` BUILDING BRACING REACTIONS '*` '. LOR10!>'C3` f Reactions(k Pane Shear —Wall — Col —Wind——Seismic— (lb/ft) ////SS70NA%- 1� Loc Line Line Horz Vert Horz Vert Wind Seis Note JIlilt Ip t ' � L—EW 1 D,C 6.0 6.2 0.1 0.1 O '2 \ °'lV� F_SW A 2,3 5.2 7.5 0.2 0.3 (d) R_EW 5 C.D 6.0 6.2 0.1 0.1 B_SW E 2.3 . 4.9 6.0 0.2 0.2 (b) (b)Wind bent in bay, base above finish floor LANDMARK ENTERPRISE (d)X—Bracing above wind bent, base above finish floor ISSUE DET CHK DATE aisraMM PARK PLACE SEVEN BI I _________________________________________________________________ - 5346 5/10/18 18 NOTE: THE FRAMING AT BOTH ENDWALLS IS NOT DESIGNED TO ACCOMMODATE FUTURE:ADDITIONS: REACTIONS`CORRESPONDING TO THESE FRAME LINES v : - ZEPHYRHILLS. Cl 33540 to REFLECT LOADINGS FOR ACTUAL.TRIBUTARY AREA AND ARE NOT INTENDED I ANCHOR BOLT REACTIONS NONE '-_ TO'INCLUDE:;ANY FUNRE MOD TIONS,,,UNLESS;,NOTED. OTHERWISE. J;, .;f opr.r.r ow.r e+a i - .,, -� Saar m s _ . F.: PAGE 12 DAR SPW SPECIAL BOLTS ROOF PLAN 5 0 ID QUAN TYPE DIA LENGTH WASH 1 125'-o'OUT-To-our OF STEEL 1 1 4 A307 1/2" 1 1/4" ES-1 MEMBER TABLE 2 3 4 ROOF PLAN 31'-3' • 31'-3. • 31•-3" MARK PART LENGTH 31'-3' P-1 1Ox25Z12 33'-2 1/2" P-2 1 Ox25Z 12 34'-2 1/2" E-1 10HE14O1 31'-2 1/2" E-2 10LE14O1 31'-2 1/2" CB-4 1/2 CBL 36'-7" _2 E-2 E-2 CB-5 1/2 CBL 37'-3" P-� P- P- P- II k Ce 'ES PLATE SEE SPECIAL BOLTS TABLE. PAGE 2.0 I E STR COLUMN 1Q= ES-1 Gay eS 1 W ES-1 DETAIL 0 MAINFRAME - a V) O N V.. O O ,`\` t IWII// No.736 E1 E1 -1 *• 113 ,•-„ STATE O PURLOIN ,-„ 3/}• � 3/4' i {� ♦ ♦ �. �C?� .♦,FLOR1© , Cy`mss ROOF FRAMING PLAN I!III) LANDMARK ENTERPRISE ISSUE VET CW DATE PARK PLACE SEVEN +os ' 5346 I 5/10/18 toaa,o�. .: • ZEPHYRHILLS, FL 33540 wMrA0« ns _ - sa ROOF FRAMING LAYOUT NONE -, q aw.+wrt o�am• as PAGE 2 � DAR 5PW • -- - �t ,- ,_ .- _ ;�`: Vim`-,,, 9 x�� - SPLICE BOLTS' '_, 52 too size isii - e�prcke r -----Bolt Le gth MARK MEMBER LENGTH Mark T Bot T Dia SP- 1 4 4 A325 3 4 2' 9- WF-2 a O 1 1 + I 3 i 3 \\\11 I I l l//,,,, 10" 8" CLEAR + - . O• WIND BENT ELEVATION: FRAME LINE A ��., STABtt�` ,, 1//�///L�Np►�,� III LANDMARK ENTERPRISE ISSUE DET CHK DATE aaa PARK PLACE SEVEN Jo,Mo owE 5346 I 5/10/18 « ;ZEPHYRHILLS, FL 33540 5--fit SCMJo RIGID FRAME S EC11 NONE MAIM 10 ow ws a�nEo es aKt< _, ;. , _ .. ..; . ..�,.,¢,- ._ ,� SPLICE BOLT$ " ', r, -'s'- _ - g - MEMBER SIZE TABlE - _ SpIice Quan -- —Bolt----- MARK MEMBER LEN= mark To Bot T Diu th —4 — 1/4 SP- 1 4 4 A325 7 8" 2 1 2' - 1 663J 9' r---———————————————————————————————————————-� WF-4 1 L a 0 * + 1 ro 3 1 3 7 Q`• IJ No.73653 1/8' 10' 29'-6 3/4W 10 1/8' _. * �C i CLEAR +1- 1O : STATE OF f� '- J Z 3 2 x X",' FL OR194-'�� ��• WIND BENT ELEVATION: FRAME LINE E LANDMARK ENTERPRISE DEr Clue DATE aM m { PARK PLACE SEVEN gas sm a♦ff 5346 I 5/10/18 ZEPHYRH RIGID CROSS ECTI N NONE 1 r• ��� oiwww w� sr CN asp sx oa ,- �.^ a:� .��� PAGE 2.3Ed ;._..� I ,. ...ws... -- .-•.. aYr•riII.. « .cti m a aMai... . i.::> .. r ..: - .4' - . BOLT: ABLE FRAM NE A & E t LOCATION QUAN TYPE DIA LENGTH 125'—o'our—TO—OUT OF STEEL WF-1 — WF-2 8 A325 3/4 2 WF-1 — RF1-4 6 A325 5/8" 2" 2 3 4 WF-3 - WF-4 8 A325 7/8" 2 1/2" 31'-3' 31'-3" 31'-34. 31'-3" WF-3 - RF1-1 8 A325 5/8" 2" li MEMBER TABLE E-1 — E-1 —1 +' FRAME LINE A & E MARK PART LENGTH -6 c-s G_ c-6 WF-1 810541 11'-8" —11: WF-2 808863 29'-6 1/4" II II WF-3 810663 19'-0" G- - _9 - _C6 WF-4 808863 29'-6,1/4" _-7 - - DJ-1 10X35C14 12'-0' - 6-10 c-8 DJ-2 1OX35C14 12'-0" DJ-3 10X35C12 16'-0" DJ-4 10X35C12 16'-0" -@ _s c-sliii G_s G-6 DJ-5 10X35C12 16'-0" _ _1 DJ-6 1OX35C12 16'-0" I i-tT11 I I DH-1 1OX35C14 T—O' _s c—s � t G_s c—s —1!- DH-2 10X35C14 12'-0" , _ —N E-1 10HE14®1 31'-2 1/2" _iE ———————— E-2 1 OLE14®1 31'-2 1/2" ——————— IM -MI -- -- _ -- -- I G-6 10x25216 34 -2 1/2 EC-5 RFI-4 RF1-4 RF1-4 EC-5 G-7 1Ox25Z12 34'-2 1/2" • G-8 1Ox25Z14 31'-2 1/2" 70' 7'-0" •-0' 7'-0 G-9 25Z 37'-2 1/2" 12 FIELD LOCATE FIELD LOCATE FIELD LOCATE FIELD LOCATE 1 G-10 100xx25212 37'-2 1/2 29'-63/4' G-1 1 10x25Z 16 8'-7 1/2" G-12 1OX7DC14 14 31'-2 1/2" 1 LIRT z-„ s - z-,-- z-+, 3 G-13 10x25216 11'-10 1/2" LAPS 2-1, 3/C 3/4' " G-14 10x25216 10'-7 1 2 SIDEWALL FRAMING: FRAME LINE A G-15 10x25Z12 33'-2 1/2" G-16 10x25Z 12 33'-2 1/2- G-17 10X7DC 12 31'-2 1/2" P_125'-O"OUT-TO-OUTOFSTEEL G-1 8 1 Ox25Z 1 6 9'-1 O 1/2" CB-3 3 8 CBL 33'-7"• 4 3 2 31'-3' 31'-3' • 31'-3 31'-3" ,4 _2 -2 E-2 -2 ,4 I -4 -1 G-15 G-1g -17 -1 : Y WAIL GIRT HEAD TRUt D -2 G-1 DH- G-13 -2 H G-14 DH-2 G-18 aG-11 G-13 I G-14 G-13 + N O G-14 O -13 O G-14 G-11 I I -13 1 I G-14'- I I I -13 I I + 6-18 w :r WALL GIRT G-11 G-1 -14 -1 G-1 G-1 G-14 G-18 N N 'I io O � 1 EC-7 RF1-1 RF7-/ RF1-1 EC-1 FIN. FL. 29'-6 3/4" -� \\lill AI!l/I,7! L_ '- _12'-O_ _1O'-3_ _9'-O_ _12-O'0'-3' h 9 0' „` 12'-0' 10'-3' 9'-0' 12'-0' I 10'-3' I 9'-0' I 12'-0' (_ 10'\�� � - ' � �ffi �D 7'-0' Cif •r - I.SEE FR4SWG a.EVATIONS FOR GIRT r-+1 3_r__ ,-11 3/f' r-++ 3/t• *iy�•'� �. L GIRT OVAMRTY AND a.EVAT1 6 LAPS 1'-11 S/4' t'-11 3/4' t'-++ 3/4' ..'" `q, 6 Z SEE 06TAILS FDR 60LT AS 1 �Q.73 a FFA R CAN TR iL SIDEWALL FRAMING: FRAME LINE E TA � FIELD LOCATED 7'-0' X 7'-4' S 6�� • 4, : FRAMED OPENING ` ,ti FLORxv lfIIJJ1111ii� �`�\ ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT LANDMARK ENTERPRISE HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A GENERAL NOTES: MSUE °ATE PARK PLACE sE�Erl DOOR SYSTEM, BASED ON THE STANDARD BUILDING CODE CRITERIA THE VEHICULAR FRAMED OPENING;HAS NOT BEEN DESIGNED FOR I MEMBER ID, format is (BABCD) or (BAABCD) ANY ADDITIONAL MOMENT OR, CATENARY.FORCE FROM THE DOOR B =_ member type (Bui tup), A or AA = member depth in inches 534& 5 to t8 ' P for (0 flan a width:;in_inches except = 10 in, 2 = 12 in) ZEPHYRHILLS. FL33540 SYSTEM: ANY CHANGES.:TO THE INFORMATION,SHOWN HERE-WOULD 8' 9, .:flange thickness; in 1 j16 Inch units REQUIRE AN ENGINEERING,INVESTIGATION AND. POSSIBLE BUILDING C SIOEWALI FRAMING LAYOUT NONE r_ ;: A D - vveb.thickness 1 10 0. Or 0.1345. 2 = 8 a. or 0.1640, 3 = 3 16 REINFORCEMENT ., : r. .._ ..:. -.®, ( 9 9 / ) ._, : s ..�41R , pw41�n a4era u1x ;. :.;, �,. .x .,k _ ' 5= �... ._,. ,. s , _ ., . .�.� ��� ,emu PAG3 � DAR �? St'W LT AB FRAME LINE 1 & 5 LOCATION QUAN TYPE DIA LENGTH Cor_Column Raf 4 A325 5/8" 2 { ER-1/ER-2 4 A325 5/8" 2" ER-2/ER-3 4 A325 5/8" 2" ER-4/ER-5 4 A325 5/8" 2" 80'-0"OUT-TO-OUT OF STEEL ER-5/ER-6 4 A325 5/8" 2" D C e In Column Raf 4 A325 5/8" 2" MEMBER TABLE 10 19'-2• 20'-0• • 20'-0' • 19'-2 10" FRAME LINE 1 & 5 S1/2" MARK PART LENGTH 12 ER-2 I EC-1 W8X 10 19 -10 3/4" ER-3 EC-2 8X7DC 12 19'-6" ERA 1 �, FB OA I F OA F8 OA — — - o EC-3 8X7DC12 20'-4" 23'-1"9/16" = EC-6 8X7DC12 21 -2 I EC-7 W8X10 19'-10 3/4" '* G_ _ -5 -1 I t ER-1 12X35C12 35'-7 7/16" o ER-2 12X35C12 20'-0 3/16" j 1 I = ER-3 12X35C12 21'-5 7/8" c- G-4 c-4 c- ER-4 12X35C12 21'-5 7/8" I T co N ER-5 12X35C12 20 -0 3/16" o I a' I ER-6 12X35C12 35'-7 7/16" I - -4 -a - G-1 8x25Z 16 18'-1 5/8" G-2 8x25214 18'-1 5/8" a 1 -� =I G-3 8x25216 19 -3 1/2 G-1 - - G-1 G-4 8x25Z14 19'-3 1/2" G-5 8x25Z12 19'-3 1/2" E CB-1 5/16 CBL 28'-6" H-------- x------- -- _ --- - -----z ---- ---- H CB-2 5/16 CBL 27'-11.. EC-1 EC-2 EC-3 EC-4 EC-5 ENDWALL FRAMING: FRAME LINE 1 80'-0"OUT-TO-OUT OF STEEL A B C D E 10' 19'-2' 20'-0' 20'-0• 19'-2" 10'i1 - 1/2t ... 12 ER 5 ERc6 FB290A E C 4F6 90A FB OA 1^— — — —— — — —— FB 90A FB 90A Q FB 90A F8290A FB290A � I 1 \\\\ > AI A. p '1/ c- -4 c-4 - /i i I c- c-4XG- c-2 I No 73653 _ _ G-1 O- i 0-3 G-3 -1 — >AC ; ,� ———————— ————————— ———————— , fi O '� � EC-5 EC-6 EC-3 EC-2 EC-7 // '$' � `--- - ' ' ENDWALL FRAMING: FRAME LINE 5 �////s/�NA f 0 � LANDMARK ENTERPRISE ISSUE DET CHK DATE wsiomc PARK PLACE SEVEN ae aac NOTE: FIELD SLOT GIRTS FOR CABLE PASSAGE 5346 5/10/18 _zEPttrRHiu . FL .33540 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ,A .. .f = x� �_ awwo �YOUT ono®sr era NONE X ANSI ANY FUTURE E P 0 . __. > n .., ,. FRAMINGIDAR SFW ..C. ��,�d�� .��.� ��,r k £t,PrPAGE�4 GIRT DEPTH 4" 2'-2" DETAIL B4 DETAIL C5 (IF BYPASS) RAFTER (2) #10x1.00" PURLIN [ANY TYPE] SCREWS EW GIRT ------------- ------------ COLUMN *UNLESS NOTED ON FLANGE --- ENDWALL RAFTER [DOUBLE CEE] ° 0 j DRAWING 2. BRACE �-',-(2)H.63x2.00 ENDWALL ° (IF REQUIRED) ' COLUMN (1)M.5x1.2 RAFTER (2) M.5x1.2 ®u COLUMN [SINGLE CEE] [SINGLE OR --- SEE ERECTION DRAWINGS FOR BOLT SIZE. DOUBLE CEE] ' EW GIRT DETAIL A5 NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS" * UNLESS NOTED ON DRAWING 4. DETAIL B24 CORNER COLUMN TO PURLIN TO ENDWALL RAFTER CEE COLUMN / RAFTER CONNECTION ENDWALL RAFTER ENDWALL GIRTS TO INTERIOR COLUMN DETAIL C14 DETAIL D17 DETAIL E3 DETAIL E4 I I EW GIRT 1 o BASE PLATE (2) M.5x1.25 BASE PLATE COLUMN (TYPICAL) I { [DOUBLE CEE] ° ° , 3X3X16AN I (FIELD CUT) (4) 3/4" DIA. ® 1 (4) 3/4" DIA. ® (2) M.5x1 .25 0' COLUMN Eall COLUMN E34 I COLUMN -----' [MAINFRAME] + #12 SCREW [BUILT-UP] ® ® I [DOUBLE CEE] L•. _ I EW GIRT SW GIRT 1[ - O+ I I GIRT DEPTH I EDGE OF SLAB GIRT DEPTH ° EDGE OF SLAB (IF BYPASS)1 (IF BYPASS)1 i® i I i 10 of COLUMN GIRT CONNECTIONS AT PARTITION WALL ENDWALL COLUMN BASE DETAIL �\\\ �p`I �NV�I6�k COLUMN BASE DETAIL ENDWALL GIRT STOPPING AT ��Q�`GtiNSF' "i 3G 1 'i-O; FLORNa / �1 *��c `-- "/,7s,ONA, ~ '1h1 II11 LANDMARK ENTERPRISE mm DEr CHK DATE a _ PARK PLACE SEVEN 53465/10/18 ZEPHYRHILLS, FL 33540 _ FRAMING DETAILS NONE awwlo lEa awn w: IOarua rr. aac DAR Et_t PAGE__5 SPW PURUNS HAVE UNEQUAL I&:FLGE GIRTS HAVE UNEQUAL FLGGE DETAIL G 2 FLANGE LEGS FOR LAPPING DETAIL EI Z FLANGE LEGS FOR LAPPING DETAIL E5 DETAIL F7 PURUNS TOGETHER. SMALL GIRTS TOGETHER. LAP SMALL FLANGE INSIDE Flc- LAP SMALL FLANGE INSIDE KG• OF LARGER FLANGE AS SHOWN. OF LARGER FLANGE AS SHOWN. RAFTER LAP SMALL FLG. 5x 1.25 SMALL ftjI [SINGLE CEE] PURLIN (6)M.5x1.25* LARGE FLG. LARGE FLG. 0 w , FLANGE O o o o ; COLUMN (I B REQ'D) * UNLESS NOTED ON [MAINFRAME] * DRAWING 2. 2'-0" OR 3'-0" JAMB ® ____________ >7 ' o --- (2) 5/8" DIA. RAFTER [MAINFRAME] FLANGE ' 77 BRACE EDGE OF * SEE DRAWING 4 FOR SIZE (IF REQ'D) GIRT (6)M.5x1.25 SLAB AND QUANTITY OF BOLTS. ® M.5x1.25 I LAP 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 A GIRT TO MAINFRAME COLUMN DETAIL H4 DETAIL H9 DETAIL I19 ( 2) #10 SCREWS® M.5x1.25 *(2) .5x1.0 FLANGE i (2)H.63x2.0 BRACE EANGLE EAVE STRUT [MAINFRAME] 2 -0 OR 3 -0 EAVE STRUT m m WIND BENT - --- - -- -=-►r= RAFTER o i RAFTER * - SEE PLAN [SINGLE CEE] II II 1® 1 Lf) COLUMN WIND BENT [MAINFRAME] II ROTATED II ENOWALL GIRT (2)M.Sx1.25 COLUMN II CORNER (NP) (ri P) I I COLUMN *UNLESS NOTED ON DRAWING 2. I14 EAVE STRUT TO ENDWALL GIRT TO MAINFRAME COLUMN WIND BENT DETAIL CORNER COLUMN EAVE STRUT CONNECTION AT ENDWALL \\Llllill/� / \ LANDMARK ENTERPRISE oEr c►ac DATE PARK PLACE SEVEN J , nue 5346 51018 wc/aiar. ZEPHYRHILLS, FL 33540 FRAMING DETAILS NONE saw i Iw.l an rr ew PAGE 5.1 __ DAR SPW DETAIL J2 DETAIL J 10 DETAIL K3 DETAIL L8 "ES" PLATE 2 M.5x1.25* *(2) M.5x1.25( ) EAVE STRUT H.5x1.25 EAVE STRUT [IF REO'.D] 1 o o 1 GIRT [ZEE/CEE (2) M.5x 1.25 , ; 4üJ j JAMB o O COLUMN H/S COLUMN [MAINFRAME] [MAINFRAME] (2) M.5x 1.25 JAMB 41 GIRT * UNLESS NOTED ON DRAWING 2. *UNLESS NOTED ON DRAWING 2. GIRTS TO JAMB FRAMED OPENING JAMB TO GIRT EAVE STRUT CONNECTION AT MAINFRAME EAVE STRUT CONNECTION AT MAINFRAME CONT. TAPE SEAL(TOP OF CLOSURE) #14 SCREW GUTTER (1 PER STRAP) STRAP DETAIL M3 DETAIL 02 I/S CLOSURE 14 SCREW #14 SD SCREW t2 PER STRAP) (12" ON CENTER) PBR ROOF ROOF PANEL PANEL HEADER CABLE GUTTER CONT. TAPE (2) M.5x1.25 0 (IF PRESENT) s ` COLUMN OR (BOTTOM OF JAMB GRIPIAI BOTTOM OF o LOSURE) RAFTER "X" `� GUTTER AND FOLD HILLSIDE TABS INTO D'SPOUT DOWNSPOUT GUTTER EYE-BOLT DOWNSPOUT STRAP RAKE TRIM SILL FLAT WASHER (2) M.5x1.25 0 (IF PRESENT) HREADED END WALL PANEL 14 SD SCREW '� \ NUT t3 PER STRAP) JAMB GUTTER NOTE: INSTALL GUTTER STRAPS 3'j 0" ON CENTER. END NOTE: INSTALL D'SPOUT STRAPS 5'-O" ON CENTER. CCOORNER X TRIM_2 TRIM_1 GUTTER END DETAIL FRAMED OPENING HEADER/SILL TO JAMB CABLE INSTALLATION DETAIL GUTTER DETAIL ttl11►t� �` 66 : Na.7 so LANDMARK ENTERPRISE DEr CW wTF ws mm PARK PLACE SEVEN ros5346 I 5/10/18__ uaciaart _— ZEPHYRHILLS, FL 33540 FRAMING DETAILS NONE a...a.a owr .r PAGE.'- 5.2 DAR ISPW ROLL CAULK #14 SD SCREW 1/4" x 1 1/4" ROOF PANEL (24"ON CENTER) ZINC HAMMER DRIVES WALL PANEL I ZAMAK ALLOY WALL PANEL- (ASTM 6633, SC1, TYPE 11I) I s-- RAKE TRIM 0/S CORNER TRIM (24" ON CENTER) #14 SD SCREW #14 SD SCREW (20" ON CENTER) (24"ON CENTER) JAMB TRIM 0/S CLOSURE/ I UNIVERSAL CLOSURE** Er #12 SD SCREW WALL PANEL WALL PANEL WALL PANEL ** - O/S CLOSURE FOR ROOF PITCHES UP TO 2:12" FL-73 e UNIVERSAL CLOSURE FOR ROOF PITCHES ABOVE 2:12" (FORMED BASE) NOTE: FIELD CUT UNIVERSAL CLOSURES TO MATCH WALL PANEL PROFILE (ON PITCH). !TRIM_31 JTRIMi1tTRIM_81 LTRIM9I RAKE TRIM DETAIL O/S CORNER DETAIL JAMB TRIM DETAIL AT JAMB FORMED BASE DETAIL CONT. TAPE SEAL (TOP OF CLOSURE) #12 SD SCREW 0/S CLOSURE #14 SD SCREW �; (24"ON CENTER) H/S EAVE ROOF PANEL RAKE TRIM COVER TRIM WALL PANEL �- H/S EAVE CONT. TAPE SEAL SCRED fW 1 REWD JAMB TRIM (BOTTOM OF CLOSURE1 ) #14 SD SCREW #12 SD SCREW WALL PANEL HEAD DRIP TRIM 0/S CLOSURE ` COVER TRIM WALL PANEL H/S CORNER BOX TRIM_10ITRIM 1 1 TRIM_14 TRIM_15 COVER TRIM DETAIL AT HEADER COVER TRIM DETAIL AT JAMB H/S EAVE DETAIL H/S CORNER BOX DETAIL . \\i11i!1!, ,,J j sTh rio.7 j ,� � LANDMARK ENTERPRISE `�`� loe f�l ISSUE DET CMC DATE lI,I J!1 111 11 PARK PLACE SEVEN c� �oe 53465 10 1S ZEPHYRHILLS, FL 33540 oaaw�c«wc s� FRAMING DETAILS NONE awwa w- 0 a ocu®n o� �. . , PAGE, 5.3 OAR SPW { STRUCTURAL BOLTED MORTISE PREPPED CONNNECTIONS PERSONNEL DOORS REFER TO COVER PAGE "GENERAL NOTES" ALL MORTISE PREPPED PERSONNEL DOORS BOLTS, SEE RE BOLTED END PLATES PARAGRAPH "C", SECTION "9" FOR COME AS RIGHTHAND REVERSED SWING. DWG FOR SIZ TOP FLANGE INSTRUCTIONS ON TIGHTENING ALL WALL PANEL A325 AND A490 CONNECTION BOLTS. (i.e. STANDING ON THE OUTSIDE OF THE BUILDING FACING THE DOOR, THE LOCK WILL BE ON THE LEFTHAND SIDE OF TRIM NOTES: OUTWARD FROM THE BUILDING. THE R AND THE DOOR WILL SWING [1] SEAL TRIM SPLICES WITH TUBE CAULK. #1 2 SD SCREW WEB [2] SECURE GUTTER SPLICES AND END ANY FIELD MODIFICATIONS ARE THE RE- SPONSIBILITY OF THE ERECTOR AND MOM PLUGS WITH RIVETS. IS NOT LIABLE FOR LABOR CHARGES NOR [3] SECURE ALL OTHER ROOF TRIM DAMAGES DUE TO ERROR. SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. HEAD DRIP TRIM BOTTOM FLANGE [4] TRIM SCREWS ARE LOCATED 24" ON EXTENSION BEYOND FLANGE IS CENTER UNLESS NOTED OTHERWISE. OPTIONAL FOR TOP & BOTTOM FLANGE. [5] STD. TRIM SPLICES ARE 3" TOTAL FT7RIM_61 UNLESS NOTED OTHERWISE. 1 BOLTED END PLATE RAFTER SPLICE HEAD TRIM DETAIL AT HEADER TYPICAL WASHER REQUIREMENTS (UNLESS NOTED OTHERWISE ON DRAWINGS SLOT TO HOLE CONN. SLOT TO SLOT CONN. WASHER REQUIRED ON SLOTTED SIDE WASHERS ARE REQUIRED ON EACH BOLT SLOTTED SIDE. -� SLOT (**WASHER(S) NOT REQ'D WITHIN W -�ASHER LAPPED ZEE PURLIN/GIRT AREAS**) BOLT-�i HOLE WASHER SLOT NUT HOLE TO HOLE CONN. WASHER NUT NO WASHERS REQ'D. No.7365 � *r STAB OF LANDMARK ENTERPRISE - ISSUEoer (3 w� a PARK PLACE SEVEN J 5346 5/10/18 uoc+aa� ZEPHYRHILLS, FL 33540 srnc FRAMING DETAILS I NONE awrwa i Iwwu arIOp eMa PAGE 5.4 I DAR ISPW Q DOWNSPOUT LOCATIONS 1 125'-0"Oa—TO—OUT OF STEEL j 2 3 4 31'-3 31'-3" 31'-3' 31'-3' 0 0 0 0 0 0 I I I ' uJ IIIIIITILIIITILIIITILTILIILIIIIIIIIITIIL1 N I �\ I - I - ___________ Panel St r4.! �'" `���♦r�"`C S '�f /�! ROOF SHEETING PLAN No.7365 PANELS: 26 GA. PBR - GALVALUME = * * -.- STATE OF 1111 III LANDMARK ENTERPRISE ISSUE DET CHK DATE , PARK PLACE SEVEN JO Na aie ___________________ - - 5346 5/10/18 wwuie____________________ - - ZEPHYRHIL.LS. FL 33540 _ ___________________ - - _____ RO0F PANELS & TRIM I NONE ___________________________________________________________________________________ ___________ ___ PAGE 6 DAR SPVY kk EP WITH CONTINUOUSDTAPE SEAL 4" 8" 4" 8" 4" 2H 2H 2H 2H 2H 2H LAP SCREW SIDE LAP WITH CONTINUOUS CONTINUOUS TAPE SEAL • TAPE SEAL END LP WITH #12 SCREW SIDE LAP CONTINUOUS TAPE SEAL LAP SCREW (20" o.c.) PANEL ATTACHMENT AT PANEL END #12 SCREW (SEE DETAILS FOR LAYOUT) • (PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS) PANEL END WITH INSIDE CLOSURES �QP 12" 12" LAP SCREW I T PEISEALS II �\ SCREW SIDE LAP cF PANEL ATTACHMENT AT INTERMEDIATE MEMBERS %!Ili/j,, ot`4 . 1/1/, i "�XG E N s 'Q ,� No.736 NOTES: STATE OF ; *, [1] ALL END LAPS MUST BE A MINIMUM OF 6". rpc�' , FCORiDP-, �' �•'� [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. ,/f/l [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. cL� 0 1 [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. ' 'E PARK PLACE SEVEN roe ua aic 5346 I 5/10/18 ZEPHYRHILLS, FL 33540 M,fc sum ROOF PANEL DETAILS I NONE O PAGE 6.1 I DAR ISPW 3' I� Boa � Cp��R 4„ $» 4.. 82" 2 2" 2 2" 2 2" 2" I LAP SCREW i 1 - #12 SCREW SIDE LAP EAVE STRUT LAP SCREW • PANEL ATTACHMENT AT PANEL END (20" o.c.) (BASE, EAVE STRUT, HEADER, SILL, AND PANEL END LAPS) 12" 12" LAP SCREW #12 SCREW (SEE DETAILS FOR LAYOUT) #12 SCREW SIDE LAP GIRT PANEL ATTACHMENT AT INTERMEDIATE MEMBERS BASE SUPPORT PANEL END WITH INSIDE CLOSURES \\�a AI III�t,p�/j/, (OPTIONAL) • _ No.7365 SLAB "0 STATE OF b,j ii NOTES: SIA { >>>�`�� [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY � 11� DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE LANDMARK ENTERPRISE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- __ DEr cHK a1E PARK PLACE SEVEN PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. 5346 5/10/18 ZEPHYRHILLS, FL 33540 oiwNc wuc SIDEWALL PANEL DETAILS NONE aMrIC' aw..w: °Ec, D to e,Qc jl PAGE 7.t I DAR ISPW RIM TABLE FRAME LINE A & E 0 DOWNSPOUT LOCATIONS OID PART LNGTH DETAIL 1 FL-73 20E -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 5 RAKE BOX 1'-4" Q4 5 6 HS COR R 1'-0" TRIM_15 1 Q2 I 7 R JAMB 7'-7" TRIM_8 I I s e 8 R HEADDR 7'-3" TRIM_61 s a O 1 GUTTER 20'-3" TRIM_1 . s 11 GUTTER 5'—0" TRIM_1 p 12 GUTEND L 1 TRIM_2 13 CORBOX L 1'-O" TRIM_2 1 GUTEND R 1" TRIM_2 15 CORBOX R 1'-0" TRIM_2 1 CT10 14'-l" TRIM_11 17 R 18 CT10 JAMB 12'-0. TRIM_8 TRIM_10 0 o 0 0 0 0 0 0 6 0 0 0 0 0 0 19 R HEADDR 12'-3 TRIM 61 : 0 0 1 1 1 o o I 1 a O o 1 I a O O 1 0 0 o O O O o O O O O O o O O O O O I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 I 1 I 1 I f I I 1 I I C4 d- t t t t SINN 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 I O I 8 O 7 7 7 7 I 7 7 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 GA. PBR - SADDLE TAN Q T I 0 0 Q 0 t t t t t t 1 1 1 1 I I i 0 uo i I I I 1 I `1 O : io w io .0 0 Ii0 i0 i0 N i0 i0 i0 N _O i0 e0 i0 N N N N I 1 t t t t 1 t 1 7 W W cD n0 iT? 1 c11t o O ODG; O 1 1 ( I 9' ? 1 O O O O O 1D1L1L1______ N1t I ' STATE O ' SIDEWALL SHEETING & TRIM: FRAME LINE E �' --- PANELS: 26 GA. PBR - SADDLE TAN hhhl1 r rr �t �y LANDMARK ENTERPRISE F ISSUE CEI CHK DATE PARK PLACE SEVEN FEEi__I Ixs5346 15/10/18 ZEPHYRHILLS, FL 33540 auwc twt________________ -_- J SIDEWALL PANELS & TRIM NONE mwwK Moe onrMM a�taFn�rs a+a PAGE 7 DAR SPW � t TRIM TABLE FRAM LIN 1 & 5 ' 'ID PART LENGTH DETAIL 1 FL-73 20'-0 TRIM_9 I Q Q 2 O/S CORN 20'-3" TRIM_5 1 ' I ' ' I 3 O/5 CORN OS CORN 4'-,4 2" TRIM_5 12 1/2� 5 RAKE TRM 20'-3" TRIM 3 • a : s 2 • a • s • O I7 I O O N M h t0 GD Ol O N M to m CO Ol O N M aq a0 E 2 _I _I _I I I I I I 1 I f I 1 I I 1 1 I 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 i ' I j I I I 1 I ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 GA. PBR - SADDLE TAN '/2w 12 • O ^ 01 00 iD UI h N p ^ • 2 I 1 I I I i I I f a0 sD v� e0 N O ^ rn aD 6 N M N O Of N N 1 I I I 1 1 I I I I I I 1 I 1 i ^1 N N N N N N N N N N N N N N N N - N • 1 1 2 N N - N N N N N N N N O O) N N \\\ 1IIIII/I/ A. p��//,� NQ•73653 gTA�OF c'p ENDWALL SHEETING & TRIM: FRAME LINE 5 FLORX�-'-' PANELS: 26 GA PBR - SADDLE TAN SSI®NAL� ��` �lll{ti11rq1't' LANDMARK ENTERPRISE ISSUE DEf CHK DATE qmp PARK PLACE SEVEN .aa Na Da[ 5346 5/10/18 ZEPHYRHILLS FL 33540 Isam: ENDWALL PANELS & TRIM I NONE swwrta A E a�c�u w oi PAGE . 8 I DAR ISPW k;.: r GO RAKE SUPPORT 4 8" 4" 8" 4 2" 2" 2" LAP SCREW 1 1/2 L(20" O #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 PANEL END WITH • (OPTIONAL) \\`�\OIRAI A, p��j/' No.7365 1 SLAB 'O '. STATE OFD` L0W 5� ��•t . PtoR\OP- Ca~ �� 1 NOTES: \� [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY (J}\ DURING ERECTION TO PREVENT SURFACE RUSTING. LANDMARK ENTERPRISE [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE ' 'E °E` PARK PLACE SEVEN GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- 534615/10/18 PANEL ATTACHMENTS. ALL FASTENERS ARE SELF—DRILLING. EPHYRHILLs, FL 33540 5 ENDWALL PANEL DETAILS NONE o DO PAGE 8.1 DAR SPW PURLIN PURLIN [ (BY )M.B.M. [ (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 PURLIN CLIP ANGLE, BOLTS, HANGER, 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 M\NG sQ�PRE MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY I FRF 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. IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER 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! WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF ��\\\' o. AI A .' 1i THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. �•' s''-� HANGING LOADS SHOULD NOT BE APPLIED TO THE PURLIN LIP. WHERE PERMISSIBLE, THE BEST _� No.7365 PRACTICE FOR HANGING LOADS IS TO ATTACH TO THE PURLIN WEB USING A BOLT AND NUT, OR �I1IOT INSTALL GUTTER WITH INSTALL GUTTER WITH *' * SELF-DRILLING SCREWS. art STATE OF :aq OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR HANGING UNIFORM LOADS SUCH AS SPRINKLER MAINS OR HVAC EQUIPMENT SHOULD BE DISTRIBUTED TO THE GROUND. TO THE ROOF. a - �OR�OP• �,� OVER SEVERAL PURLINS, AND SHOULD NEVER EXCEED THE COLLATERAL LOAD ALLOWANCE FOR THE ROOF SYSTEM. FOR UNIFORM LOADS THAT RUN PARALLEL TO THE PURLINS, IT MAY BE � l� `�/p[y�--I NECESSARY TO USE TRANSVERSE SUPPORT CHANNELS( A.KA. TRAPEZE BEAMS) ATTACHED TO THE //��)I1it �`c� WEBS OR FLANGES OF ADJACENT PURLINS TO SPREAD THE LOAD BETWEEN TWO OR MORE PURLINS. IN GUTTER INSTALLATION DETAIL SUCH CASES, CONTACT THE BUILDING MANUFACTURER OR A LOCAL PROFESSIONAL ENGINEER PRIOR TO (ONLY IF PROVIDED) ATTEMPTING TO HANG LOADS FROM THE PURLINS LANDMARK ENTERPRISE ISSUE DET CHK DATE qyppe PARK PLACE SEVEN 5346 I 5/10/18 ZEPHYRHILLS. FL 33540 SPECIAL DETAILS NONE QPAGE 9 DAR SPW o,