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HomeMy WebLinkAboutSUBMITTED PAPERS0 DATE FILED d5 q, DL PLAN REVIEW FEE: RECEIPT I L5 0 / PERMIT NUMBER: _)055- oc)oq CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 2. 3. 4. 5 9. 10. 11. 12. 13. 14. 16. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED hex PLANNING & DEVELOPMENT SERVICES DEPARTMENT is BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 1 < Ft. Pierce, FL 34982-5652 ow —0 772462-1553 A J) APPLICATION for BUILDING PERMIT ;CERTIFICATE of CAPACITYMONING C PLLANCE NNE® PROJECT INFORMATION BY LOCATION/SITE ADDRESS: 16051 _F4La aM or. Luc . ie (%Ounty PROJECT NAME: EV—Aus 48"ar- SITE PLAN NAME: PROPERTY TAX ED #: - s4w,_ --600-17 LEGAL. DESCRIPTION (attach extra sheets if -necessary): :r&L-)L�W .8 C A& 5; 2'o P nt;: Lo7-- 1, 4U La2±. 7 1n M tny­ 49 (MA,e,-3X4Q;',0 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 567 8. LOT NO. PARCELSIZE(ACRES/SQ FT.):.-&/p 37qooLQT DMNSIONS: 170')(_2Za, COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: V 3*'U,A_<zf SETBACKS (ACTUAL) FRONT: 9S BACK: 15 RIGHT SIDE: LEFT SIDE TYPE OF CONSTRUCTION (Check all appropriate -boxes) NEW CONSTRUCTION RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: SQ. FT OF CONSTRUCTION: 15. SF. FT1st FL;"' O0R­ VALUE OF CONSTRUCTION: $-35. 0OC3, 00 The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. Ifthe value is $2500 of more, a RECORDED Notice ofCommencement must be submitted with ibis application. SLCCDV Form No.: 001-02 UPDATED 6C5109 YJ 1 OWNERINFORMATION' r NAME: ! r 0,0 cy-Alla ADDRESS: y�®IP-A4&Z = ---_ CITY: � P -- STATE: �� ZIP: �g PHONE (DAYTIME): CZM J5W- - 09 7 7 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTM): CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C- lG 3 6 D f O ST. LUCIE COUNTY CERT %D BUSINESS NAME: l &.,,i Apo,, lel— f2 wt / �^�'- �-+•v t • ;i ! ; QUALIFIERS NAME:, -Doza, Y, ,✓ /C�¢- ADDRESS: _ 41i o S S ?✓gio441 ee•ue t. CITY: STATE: �� ZIP: -3 i PHONE (DAYTIME): 7 .S2dQ- Z Zi/ p FAX NO.7j Z ' Y,� 7-/,3§Email: �aw�•i►1�� ��d/,��►( ARCHIT/ENGINEER %P k ADDRESS: 2 r/D/ u�, eyQri�eS1' e" ed 12o.,e Y04 CITY: STATE: /:--/ - 2F: 3330 PHONE (DAYTIME): CM f - G / 3 9/ff BONDING COMPANY: Al /� - ADDRESS: CITY: MORTGAGE LENDER A/ lr+- ADDRESS: NYWIR STATE: STATE: zao- 51fi'o "Al' ai� IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail C12JRTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit. application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OE COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF,THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNED OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF ST. L.0 4� I G The foregoing instrument ttl1was acknowledged before me this C �oMay of ri 12t_J 20 / 9 , by r0b)) VANS who is personally known ✓ or has produced identification. Notary Public State of Florida ? Mar are Commission No. Q 9qumacher Y.—Inmission EE053931 _PO qua Expires 03/13/2015 CONTRACTOR SIGNATURE STATE OF FLOREDJ�;ZACX�_ COUNTY OF The foregoing instrument was acknowledged before me this / day of Z0 by who is personally known or has produced as identification. DAWN MILOM *; r MY commissiar vD E52567 Commission No. <� EXPIR(Sk�t�;; _! Pfi a..' 'OOdsd i rifu nO Pw„ y C l fn7 lin) ffi NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 4FFICE USE ONLY �. �'_ �#: SECTION TOWNSHIP �%� RANGE MAPNO.�� ZONING LAND USE LOT CVG % J�j!� TAZ NO. FLOOD ZONE. FIRM MAP # �Q ISTFLR ELV MAX HGT CONNT TYPE OCCUP TYPE OC # OF FLRS WATER � SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT REQUIRED LOT SPLrf APPROVED Before 1/1990 After 1/1990 REPORT HABITABLE PERMIT CODE AREA AAWOM FEE LIBRARY PUBLIC BLD PUBIC BID PARKS IMPACT Il1IIPACT IMPACT IMPACT FEE CO CTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE. FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES ' 3-71 #01b Sr Cc.ttei a,a� //i gUO 6-An 9 DATE SENT TO ADDRESSING: 3 & cs-� �� U c� REVIEWS FRONT ZONING SUPERVISOR - PLANS VEGETATION SEA TURTLE MANGROVE. COUNTER REVIEW REVIEW REVIEW REVIEW _REVIEW.... REvIE�. RECEIVED COMPLETED �) I INITIALS 0 WONCRETE DISPATCHERS: i MIAMI-DADE: (305) 264-7101 SUPER Ix T, DEERFIELD: (954) 480-9333 ,., BLOCK PLANT ,(305) 805-3226 d `The On Time Concrete Company ' r; 0 ,II,.; 'D 7'D!':-WWW:SUPER8LOCK.COM CENTRAL CONCRETE SUPERMIX, INC. CUSTOMER NO. DELIVERY TICKET DATE MAIN,,OF,F:4W�i,__sIGE- 5, (PHONE: ;(305). 262;3250 • FAX: (305) 267-0698; r;S;ERVING MIAMI-DADE, BROW, RD AND PALM BEACH COUNTIES SOLD' O DELIVERY ADDRESS CV ..s... QUANTITY � ' , , ,A,, DESCRIPTION PRICER UNIT EXTENSION 40. C110 4.•� i - i MINUTES- _ ALLOWABLE TIME' — PER MINUTE — EXTRA UNLOADING TIME CHARGE X $1.00 *6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE y SLUMP THIS DELIVERY TOTAL CU. YDS. AMOUNT OF YOUR ORDER FOR CU. YDS. TAX CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN 1 WATER IS ADDED. WATER ADDED ❑ YES ❑ NO GLS. TIME ARRIVED ON JOB STARTED UNLOADING FINISHED UNLOADING LEAVING THIS JOB TOTAL TIME 5SUBJECTETO THETERMS, CONDITIONS AND "CAUTION" WARNING LISTED ON BOTH THE FRONT AND BACK OF THIS TICKET. TRUCK DRIVER T I acknowledge that I have received and accepted the materials listed on this ticket. I understand and agree to the terms on both the front and back of this ticket. t-N I RECEIVED BY: X CONTROL 10 LOADING POINTS AT 7 MIAMI-DADE, BROWARD, AND S. PALM BEACH COUNTY PLANTS TO SERVE YOU BETTER 14-18 2 2 oAl, COHlgi MIAMI •AIRPORT OPA LOCKA MEDLEY • PERRINE • PEMBROKE PINES •DEERFIELD PRODUCERS AND SUPPLIERS OF QUAUrY READY MD(ED CONCRETE AND CONCRETE BLOCK � � ,s5 DELIVERY COPY NRMCA TRANSMISSION VERIFICATION REPORT TIME : 06/11/2012 10:01 NAME : SLC INSPECTIONS FAX : 7724626443 TEL : 7724622165 SER.# : BROE5J278862 DATE DIME 06111 10: 01 FAX NO./NAME 94671348 DURATION 00:00:27 PAGE(S) 02 RESULT OK MODE STANDARD ECM Planning & Development Services Building & Cade Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1579 PRtOP_ERTY INFORMATION Address: 4609 PALMETTO DR City / State / Zip: FORT P IERCE Parcel # : 3402-605-0053-000/6 Zoning: RS-2 AP (CATION INFORMAT GN Permit Number: 1205-0004 Activity Type: Other Permit Type: Building (Mis08f12ne0us) CONTRACTOR INFORMATION Contractor Name: HINKLE, ❑ONALD G Review Comments FL 34982 Jurisdiction: St. Lucie County Lot # : 7 Block: 35 Business Name; DON HINKLE CONSTRUCTION INC Business Addr: 4306 S INDIAN RIVER DR City 1 State 1 Zir FT PIERCE, FL 34982 REVIEWS AND COMMENTS Re ie 'erne StatG3 Documents Missing Pending Page 1 Owner(s): Todd Evans Cynthfa Evens Application Type: Master Permit w/subs Other Activity: GARAGE Stories: 1 Automatilo Sprinkler System? F1 Fax Number 772-467-1346 Rexfewed By Date Started Date COmnlete date Raleased Dawn Mlione 0510112012 Environmental Review Complete Eileen Norton 0510412012 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1563 Fax: (772) 462-1578 Address: 4609 PALMETTO DR City / State / Zip: FORT PIERCE Parcel # : 3402-605-0053-000/6 Zoning: RS-2 APPLICATION INFORMATION Permit Number: 1205-0004 Activity Type: Other Permit Type: Building (Miscellaneous) Review Comments FL 34982 Jurisdiction: St. Lucie County Lot # : 7 Block: 35 CONTRACTOR INFORMATION Contractor Name: HINKLE, DONALD G Business Name: DON HINKLE CONSTRUCTION INC Business Addr: 4305 S INDIAN RIVER DR City / State / ZiF FT PIERCE, FL 34982 REVIEWS AND COMMENTS Review Tvpe Status Documents Missing Pending Page 1 Owner(s): Todd Evans Cynthia Evans Application Type: Master Permit w/subs Other Activity: GARAGE Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-467-1348 Reviewed By Date Started Date Complete Date Released Dawn Milone 05/01/2012 Environmental Review Complete Eileen Norton 06/04/2012 Front Counter Review Complete Dawn Milone 05/01/2012 05/01/2012 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments Plans Examiner - Electrical Voided Walter Pride Plans Examiner- Mechanica Voided Carl Peterson 05/16/2012 1 Comment Plans Examiner Review Incomplete Carl Peterson 06/11/2012 Page 2 06/11/2012 1 Comment PLANS MUST REFERANCE 2010 FLORIDA BUILDING CODE PLEASE REMOVE ALL REFERANCES TO 2007 AND 2001 FLORIDA BUILDING CODE ANY PLANS FOR SITE BUILT BUILDINGS SUBMITTED AFTER MARCH 15 2012 MUST REFERANCE CURRENT CODES INCLUDING LETTER THAT IS COPIED ON PLANS 06/11/2012 2 Comment FAXED TO CONTRACTOR AND MAILED TO OWNER ON 6/11/2012 Plans Examiner- Plumbing Voided Greg Smyth To Be Review by Plans Exan Complete Carl Peterson 06/07/2012 06/11/2012 Zoning Compl/Business Complete Irvie Saunders 06/10/2012 05/11/2012 I/ NOTICE OF COMMENCEMENT Permit No. 0 0 Tax Folio No. 3 HOZ-(onE -op,,3 `OCO— 6 State of Florida County of St. Lucie 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. Legal Description of Property: (and street address if available): f v0/AN /T/UL'2 E3TAT&S /1.v,'7- o y - / GK 3S 5 RA /:7 of /07 6_, 414 -4, ) A,-P Nei VI 107- General description of improvement: A14 OE S7e7-1- dy«DiIJ 0 i toi✓G/crT� ll�B. /'i R ,/SP AS Owner information or Lessee information if the Lessee contracted for the improvement: Name -7-000 ✓/+✓s Address y6,1 VA. ei pll-4eF 'i _79"i Interest in property:-+&1 Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or, 713.13(1) (a)7., Florida Statutes: , Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: JOSEPH E. SIiiii '., CLER4t OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3706568 D51231 201 358 a358 ODoc�Typel NC OR BOOK 3392 RECORDING: $10.00 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 1 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 I, 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. � , -,I e (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrumentwas acknoWledged,betore me this cAw Clay Or JL.c ., luf er By%i for Name of Person `= =Typ`of au`thonty(eg'officer, trustee) Party on behalf of whom instrument was executed rsonally known or produced Identification (Signature o Notary PubliC: State ofi.Flonda) r.co s otary Public State of Florida Margaret R Schumacher (Print, Type, or Stamp Commissloned;N 'ommission fEo53s31 ,me of a9 ,u�iCM� CT e of Identification produced c �� Boa or.►voa Expires 0311312015 v PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, -(fit-53-OW) -6 XPE r114TT 13y RX- Z fi zzao- (Parcel Id#/Legal description/Address) L¢rr , N -VAWfZ or— Los qbo? for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number J~�I acnowledgea k that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name'(Please Print) /y 2 0l2, Property Owner Signature Date STATE OF FLORIDA, COUNTY OF '--) V .. `:(- ACKNOWLEDGED BEFORE ME THIS l y DAY OF , 20 l 2 , BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED - L AS IDENTIFICATION. '-Z a- SIGNAT OFNOTARXC UBLI TYPE OR PRINT NOTARY MCI)-IK2 COMMISSION NUMBER TELLY S S ON7Al F7 NOTARYUB STATE OF FLORIDA Comm# DD997823 SLCPDSD Revised 08/24t2010 41� Expires 6/2/2014 Allied Steel Buildings Inc A 901 West Cypress Creek Road, Suite 125' Fort Lauderdale, Florida 33309 A L L I E D S T E E L Phone: (800) 508-2718 FAX: (800) 508-1917 B U I L D I N G S Name: Todd Evans Address: 5014 Lace Ave Fort Pierce, FL 34982 County: St. Lucie Phone: 772-370-5562 Email: wtdredneck@yahoo.com UM& APPROXIMATE BUILDING SPECIFICATIONS Order #- 201187 Width: 34' 0" Length: 60' 0" Height: 16' 0" Pitch: 1/12 Frame Type: Tapered End -wall: Per Design Roof Type: Gable Bracing: Per Design Bay Space: Mixed Base Cond.: Angle Collateral: 0.5 PSF Gauge: 26 Paint - Roof: Gahralume Paint - Side: Color TBD Paint - Ends: Color TBD Paint - Trim: Color TBD Wind Load: 130 MPH Snow Load: 0 PSF Live Load: 20 PSF THIS BUILDING IS A: 1N - Custom Model 0 - Standard Model Building Code: IBC 2009 Framed Openings: (2) 12x14, (1) 3x7 Accessories: SEE BUILDING NOTES Eave Height 16' 0" Coverina Color TBD Opening TBD Bldg. Width 34' 0" LEFT ENDWALL (B) Covering Color TBD Opening TBD Bay Mixed Bldg. Length 60, 0" Requested Delivery Date: 12 1 Covering Color TBD Opening TBD Bldg. Width I 34' 0" RIGHT ENDWALL (0) Covering Color TBD Opening TBD Bay Mixed Bldg. Length 60' 0" FRONT SIDEWALL (A) BACK SIDEWALL (C) Ea ve Hell ht Project Notes: Customer to choose colors from color chart. Building to be delivered to 4609' Palmetto Dr., Fort Pierce, FL 34982. Building delivery to 4609 Palmetto Dr., Fort Pierce, FL 34982 is included in the price. To avoid steel, freight or materials price increase, customer agrees to take delivery on or before 03/30/12. Base Building: $ 22,983.00 Accessories: $ 0.00 Shipping: $ 0.00 Complete Price: $ 22,983.00 Engineering Deposit: $ 5,249.00 Additional Deposit: $ 0.00 Balance: 1 $17,834.00 [votes: fasteners. Building price includes full industrial insulation package (4" R-13 roof and walls). Building will meet or exceed all state and local codes for St Lucie County, FL Customer agrees to return Preliminary Plan package on or before 01/13/12 to accommodate 03/30/12 delivery. BALANCE (COD) US FUNDS ONLY, PRIOR TO UNLOADING BY CASHIERS OR CERTIFIED CHECK ONLY. r ne buyer agrees to pay the total balance of the complete price by money order or certified check upon delivery of the merchandise and acknowledges receipt of a completed copy of this purchase order. All out-of-continerdal US deliveries must be paid in full prior to loading, a COD will not apply. Under no circumstances is cash to be paid to the driver for balances owed on this building. The purchase order by the Buyer above named to the Seller shall constitute an agreement binding upon Seller orgy when accepted in writing by Seller's authorized officer. BUYER IS RESPONSIBLE FOR ALL APPLICABLE SALES TAX AND BROKER FEES. The representative of the Seller preparing this purchase order is not an officer of the Seller and not authorized to accept this order of the Buyer. Upon receipt of this order at the home office of the Seller, if the order is accepted, the "Acceptance' copy hereto wig be returned to the Buyer, duly signed by an officer of the Seller, or if not accepted, the deposit above shall be returned unto the Buyer. Upon acceptance the Buyer shall not be entitled to a refund of the whole or arty part of the deposit tendered to the representative of the Seger. During the period of the contract any increases in the cost of steel or materials will be passed onto the customer. Customer will receive immediate knowledge of the cost Increase through a Change Order reflecting the new price as soon as same is received by the seger. At that time, customer can then agree to the increase by signing the Change Order or cancel the contract but customer will be liable for all work performed and parts ordered up to the date of the cancellation. THIS ORDER IS SUBJECT TO THE TERMS AND CONDITIONS ON THE FACE AND ATTACHED AGREEMENTS. Buyer hereby acknowledges receipt of a Buyer: Todd Evans Date on Authorized Rep.: on behalf of Allied Steel Date Page 1 of 1 Property Appraiser - St.Lucie Count,,, i _ s✓ Todd Evans Record: 1 of 2 Property Identification Site Address: 4609 PALMETTO DR Sec/Town/Range: 02 :36S :40E Map ID: 34/02N Zoning: RS-2 Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 3402-605-0053-000-6 Account* 36814 Land Use: SF Res City/Cnty: St Lucie County Owner: Todd Evans Cynthia Evans Address: 4609 Palmetto Dr Fort Pierce FL 34982 Sales Information Date Price Code Deed Book/Page 5/21/2004 230000 00 WD 1982 / 0399 1/14/2002 114900 02 SP 1482 / 0131 6/21/2001 100 02 CT 1407 / 1869 5/15/1997 125000 02 WD 1078 / 1459 6/1/1986 115000 00 CV 0505 / 2067 7/1/1977 5300 01 CV 0271 / 2245 3/1/1975 2700 00 CV 0237 / 2404 saa xss ens m tt Exterior Features ueaesimaa.s su¢a¢ rot+m Exemptions Permits Home Print i 9opFRry A4PFP\��C7 Legal Description INDIAN RIVER ESTATES -UNIT 04- BLK 35 S 20 FT OF LOT 6, ALL LOT 7 AND N 1/2 OF LOT 8 (MAP 34/02N) (OR More... Assessment 2011 Final Total Land and Building 2011 Final: 87700 Land Value: 26000 Acres: 0.86 Assessed: 87700 Building Value: 61700 Ag.Credit: 0 Finished Area: 2708 SgFt Exempt: 50000 Taxable: 37700 Taxes: 963.99 BUILDING INFORMATION View: - RoofCover: ExtType: HD+ - HD+ YearBlt: Grade: D+ - D+ EffYrBlt: StoryHght: 0020 - 2 Story No.Units: Interior Features BedRooms: 2 Electric: FullBath: 2 HeatType: 1/213ath: 1 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qua[. Cond. SWAV - RES POOL AVG Y 1 392 AV AV PA01 - POOL DK-AVG Y 1 168 AV AV 3CNT - 3CNT S 1 1 AV AV 2CNT - 2CNT S 1 1 AV AV SDSF - SITE DEV S-F Y 1 1 AV AV SA - Asph Shingle RoofStruct: 1977 Frame: 1977 PrimeWall: 1 SecWall: MX - MAXIMUM PrmintWall: FHA - FrodHotAir AvgHt/FI: ELEC - Electric Prm.Flors: 100 %Sprinkled: Land Information YrBlt. No. Land Use Type 1977 1 0100-SF Res BI -Front Ft 1977 1977 1977 2001 GA - Gable WS - Wood/Sheath DW - Drywall STD CU - Carpet 0 Measure Depth 170 220 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=340260500530.006 4/29/2012 R AUG 01 2012 THE SHAFFER GROUP, INC. Public ( 2440 SE FEDERAL HWY STE 110) St. Lucie County, FL STUART, FLORIDA 34997-1795 (772) 220-4990 DATE: 07/27/12 To: ST. LUCIE COUNTY BUILDING DEPT. Re: METAL BUILDING FOUNDATION & SLAB PERMIT #12050004 Owner: TODD EVANS 4609 PALMETTO DRIVE FT. PIERCE, FL. CERTIFICATION tea '.S 1 We hereby certify that foundation and slab as designed and shown on the plans (dated 04-09-12) meet or exceed the 2010 Florida Building Code and ASCE 7-10 for a risk category I (ultimate wind speed 150 mph and nominal wind speed of 116 mph). ����111D. 1iEif�ri 1`���0� ��C E NSF •���t��i 0 266 ` ADDITIONS OR DELETIONS TO SURVEY MAPS SURVEYOR NOT 7 ABACUS LAND SURVEYORS, INC, SETS A STANDARD MARKER OF A 1/2' IRON I ' ,•=� �//6B BY OTHER THAN THE SIGNING PARTY IS ROD AND A CAP MARKEDLB 7A2S AT ALL CORNERS. UNLESS OTHERWISE NOTED PROFIMITED WITHOUT WRITTEN CONSENT HEREON. I OF THE SIGNING PARTY. SAID CORNER IS SHOWN AS = AND FIELD SURVEYED ONJ/ 4 BASIS OF BEARINGS/ANGLES BEING THE /JEST 914) LINE OF ASSUMED•AS SHOWN. V� ABREViAT= lk (R) RADIAL `lk' ` Tip/E ,def(r�Y 6�0 O/� La7- G FD • FOUND E/P =EDGE OF PAVEMENT \g b - \ '� (C) = CALCULATED W/M/ ❑ = WATER EMETER AD ILITY (M) = MEASURED H = POWER POLE ` y iA / (D) = DEED OR DESCRIPTION U.P. a = UTILITY PEDESTAL Ilkp ...��`���_C `„ (UN-R) = UNREADABLE ® = WELL vb QQ ,o o • c G I.P.C. = IRON POPE&6CCAP a— SATELLITE = CENTERLINE DISH CM = CONCRETE MONUMENT & = DELTA R P.C. POINT OF CURVATURE L = LENGTH �F P.T, = POINT OF TANGENCY R - RADIUS b � b T/T�� So(1775� ,ta aF oT G P.R.C. = POINT OF REVERSE N&D/T = NAIL & DISC/TAB �1 P.C.C. = CURVATUREP13INT OF COMPOUND R/W ® _ ELECTRICALTRANSFORMERP.C.P. = PERMAMENT CONTROL POINT D./U.E. = DRAINAGE &/OR UTILITY EASEMENT • e ', MI CHAEL R. LAWS ON DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY _ _ I EASEMENT, RIGHT -OF -NAY, SETBACKS, RESERVATION, RESTRICTION, OR •,• • SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY • 1• VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT • A ', . •`\v� Y - ATTORNEY, TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN �Q �' �'n �� �7 �• O THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL STG�i9�+1 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. •^va �• •-II \ - JURISDICTIONAL FOUNDATIONS,, IFANYNOT BEEN UTILITIES, SLAB, NLOCATED, OTHERTHAN AND/OR SHOWN, ` ' \ y .` LEGAL DESCRIPTION PROVIDED BY C�IENT. mil% / `Yl' +J _�•• • - • �• e� THIS SURVEY 1S FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO p� G or/ 1 /J• 1 •a - • • '� \ HEREON, AND NO OTHERS. A ^ /./���� �• %( _-� �` „�)) OWNERSHIP OF FENCES UNKNOWN. .8[0Cfi v'L �1 '1�•G •C1 ! ` `- ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) V FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE' '- COMMUNITY PANE q DATED Ilk-Q� ��� `� BASE ELEVATION BOUNDARY SURVEY PREPARED FOR In D (o(j �� `J I' ) J-1 b FRONT ®' SURVEYOR'S CERTIFICATE (� '� I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT 9WES N Imo" \. e FILE cupy THIS SURVEY IS TRUE AND ACCURATE, SUBJECT TO 9/7,f, ,clO,�T/! �,t Gf'LeTB REAR b ALL NOTES AND NOTATIONS SHOWN HEREON. MICHAEL R. LA SON PSM 5723 DATE Q ` Q 3o'a LEGAL DESCRIPTION a. 3 � � 9d � �Q � DiJ "� ��fa, QO • � Q LOT ,BLOCK OF TX� dovrW ;vx ar ti I ACCORDING TO THE PLAT THEREOF, AS RECORDED IN Ler 8 TBOOK , OF PAGE OF COUNTY, FL HE PUBLIC RECORDS A. LEGAL DESCRIPTION REVISIONS I ' DdT®rl/L i�uG �L• /•G./ Structure must most ALL THATPARCEL OFLANDINSAINTLUCIE COUNTY, STATE OFFLORIDA, minimum setbacks AS MORE FULLYDESCRIBED INDEED BOOK1482, PAGE 131, J ABACUS LAND SURVEYORS, INC. ID# 340260500530006, BEINGSNOWNAS THE SOUTH2O FEET OF. LOT 6, 389 S.E. GASPARILLA AVE. ALL OFLOT 7, AND THENORTH % OFLOT 8, BLOCS35, INDIANRITTER PORT ST. LUCIE, FLORIDA 34983 ESTATES, UNIT 4, RECORDED I7V PLAT BOOK 10, PAGE 49, IN THE PUBLIC (772) 336-9931 - LB 7025 ., RECORDS OF SAINT LUCIE COUNTY. SCALE ` `�� JOB No PAGE BUILDE CONTRA( Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturers drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturers interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Builder is responsible for State Federal and OSHA safety compliance - The Builder/Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawin s Tem ora su Orts such as DR RESPONSIBILITIES Shop Primed Steel All structural members of the Metal Building System not fabricated of corrosion resistant material or protected by a corrosion resistant coating are painted with one coat of shop primer meeting the performance requirements of SSPC Paint Specification No. 15. All surfaces to receive shop primer are cleaned of loose rust, loose mill scale and other foreign matter by using, as a minimum, the hand tool cleaning method SSPC-SP2 (Steel Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the steel framing for only a short period of exposure to ordinary atmospheric conditions. Shop Primed steel stored in the field pending erection should be kept free of the ground and so positioned as to minimize water -holding pockets, dust, mud and other contamination of the primer film. Repairs of damage to primed surfaces and/or removal of foreign material due to improper field storage or site conditions are not the responsibility of the manufacturer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping unloading and erection after painting or galvanizing are unavoidable. Touch-up of these minor abrasions is the responsibility of the End Customer (MBMA 06 IV 4.2.4) PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members confirm to ASTM A529, ASTM A572, ASTM A572, ASTM A1101 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36 minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold form ligght gage steel members conform to the requirements of ASTM A11011 SS Grade 55 or ASTM A1011 HSLAS Class ] Grade 55 minimum yield 9 - point of 55 ksi. P ry PP temporary guys, braces, false work or other elements required for erection will be determined, All bolt joints with A325 Type 1 bolts are specified as snug -tightened joints in accordance with the furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar Specification for Structural Joints using ASTM A325 or A490 bolts, June 30, 2004". Pretensionin 05 Section 7.10.3) methods, including tum-of-nut and calibrated wrench are not required. 9 Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) The manufacturer does not assume any responsibility for the erection nor field supervision of the (Mar 05 Section 3.3) structure and or any special inspections (including inspection of the high strength bolts or field welds) as required during erection. The coordination and the costs associated for setting up and Materials by Others - All interface and compatibility of any materials not furnished by the Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Design is based upon the more severe loading of either the roof snow load or the roof live load. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govem. Loads, as noted, are given within order documents and are applied in general accordance with the Correction of Errors - Normal erection operations include the correction of minor misfits by applicable provisions of the model code and/or specification indicated. Neither the manufacturer nor moderate amounts of reaming, chipping, welding or cutting and the drawing of elements into line the certifying engineer declares or attests that the loads as designated are proper for the local through the use of drift pins. Errors which cannot be corrected by the foregoing means or which provisions that may apply or for site specific parameters. The manufacturers Engineers certification require major changes in the member configuration should be reported immediately to the owner and is limited to design loads supplied by an Architect and/or engineer of record for the overall fabricator by the erector, to enable whoever is responsible either to correct the error or to approve construction project the most efficient and economical method of correction to be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mor 05 Section 7.14) This project is designed using manufacture's standard serviceability standards. Generally this means that all stressed and deflections are within typical performance limits for normal occupancy and Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has standard metal building products. If special requirements for deflections and vibrations must be been designed according to the Building Code and specifications and the loads shown on this adhered to, then they must be clearly stated in the contract documents. drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building X-bracing (if applicable) is to be installed to a taunt condition with all slack removed. Do not Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to tighten beyond this state. the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Safety Commitment The Metal 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 control of the building manufacturer. It is strongly recommended that safe working. conditions and accident prevention is the top priority of any job site. Local. State and Federal safety and health standards, whether standard statutory or customary, should always be followed to help ensure worker safety. Make certain all employees know the safest and most productive way to erect a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the manufacturer will exceed 4000 lbs. For further information also reference the bill of materials for individual member weights of other structural members. If additional information is required contact the customer service department. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the ISSUE DATE DESCRIPTION Metal Building System, other imposed loads, and the bearing capacity of the soil and other 0 3/ 8/12 FOR ERECTOR INSTALLATION conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) 1 7/12/12 REV.FOR ERECTOR INSTALLATION Dissimilar Materials Never allow your roof to come in contact with, or water runoff from, any dissimilar metal including but not limited to: Copper and Arsenic Salts used in treated lumber. Calcium used in concrete, mortar and grout. Debris Removal Any foreign debris such as sawdust, dirt, animal droppings, etc. will cause corrosion of the roof, gutters, trim, etc. if left on building surfaces for a long enough time. The roof should be periodically inspected for such conditions and if found, they should be removed. DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FBC 10 THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. FRAME / ROOF DEAD LOAD SUPERIMPOSED -000 PSF COLLATERAL (LIGHTS) 0.5 PSF FRAME / ROOF LIVE LOAD 16.77 /12 20.00PSF RISK CATEGORY II - Normal SNOW LOAD GROUND SNOW LOAD (Pg) 0.0000 PSF SNOW LOAD IMPORTANCE FACTOR (le) 1.0000 FIAT ROOF SNOW LOAD (PF) 0 PSF SNOW EXPOSURE FACTOR (C.) 1.0 THERMAL FACTOR (CQ 1.Do WIND LOAD ULTIMATE WIND SPEED 160 MPH WIND EXPOSURE CATEGORY C TOPOGRAPHICAL FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT (GCpo 0.18 /-0.18 ZONE 4, COMPONENT WIND LOAD 5 1GW 52.341 PSF PRESSURE-56.703 PSF SUCTION ZONE 6, COMPONENT WIND LOAD < 1OFT2 52.341 PSF PRESSURE-69.657 PSF SUCTION ZONES PER ASCE 7-10. FIG. 30.4-1 ZONES PRESSURES SHOWN ARE UN -FACTORED RAIN INTENSITY 5-MINUTE DURATION, 5-YEAR RECURRENCE (H) 11.0000 IN/HOUR CE ((12;M ON, 26-YEAR REr5-MINUTE 12.0DOD IN/HOUR SEISMIC LOAD SEISMIC IMPORTANCE FACTOR (10) 1.00 Sa 0.0680 SD, 0.0725 S1 0.0290 SD1 0.0464 SITE CUSS D SEISMIC DESIGN CATEGORY A DRAWING INDEX ISSUE PAGE DESCRIPTION 1 c1 COVER SHEET 0 F1 ANCHOR BOLT PLAN 1 F2 ANCHOR BOLT REACTIONS 0 F3 ANCHOR BOLT DETAILS 0 E1 ROOF FRAMING PLAN 0 E2 FRONT SIDEWALL 0 E3 BACK SIDEWALLL 0 E4 LEFT ENDWALL 0 E5 RIGHT ENDWALL 0 E6 FRAME CROSS SECTION 0 DET1-4 STANDARD DETAILS 0 WALK MDR DETAIL DRAWING STATUS ❑ FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED 'FOR ERECTOR INSTALLATION' CAN BE CONSIDERED AS COMPLETE. ❑ FOR CONSTRUC THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED 'FOR ERECTOR INSTALLATION' CAN BE CONSIDERED AS COMPLETE X❑ FOR ERECTOR INSTALLATION FINAL DRAWINGS FOR CONSTRUCTION. FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 888-864-8666 TRANSVERSE LONGITUDINAL FRONT BACK MONDAY - FRIDAY 7:30 M TO I5x0OPM BASIC FORCE RESISTING SYSTEM• H H H RESPONSE MODIFICATION COEFFICIENT(R) 3 3 3 ENGINEERING SEAL SYSTEM OVER -STRENGTH FACTOR(Q.) 3.D000 3.0000 3.0000 SEISMIC RESPONSE COEFFICIENT(Q 0.025 0.025 0.025 THIS CERTIFICATION COVERS PARTS MANUFACTURED BLDG DESIGN 645E SHEAR (V) 0.32 (k) 0.30 (k) AANND EXCLUDES PARTS SUCHUAS DOORRS, WINDOWS, THE TRANSVERSE DIRECTION IS PARALLEL TO THE RIGID FRAMES FOUNDATION DESIGN AND ERECTION OF THE BUILDING. THE LONGITUDINAL DIRECTION IS PERPENDICULAR TO THE RIGID FRAMES THESE DRAWINGS AND THE METAL BUILDING SYSTEM BASIC FORCE RESISTING SYSTEM• THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE OF NCI GROUP, INC. - 10943 N. SAM HOUSTON 04. STEEL ORDINARY MOMENT FRAME PARKWAY W.. HOUSTON. TX 77064. THE PRO ZONAL B4. STEEL ORDINARY CONCENTRIC BRACED FRAMES ENGINEER WHOSE SEAL APP HEREON I EMPLOYED H. STRUCTURAL STEEL SYSTEMS NOT SPECffNC/ALLY BY AN AFFILIATE OF NCI GRO INC. AND NOT THE DETAILED FOR SEISMIC RESISTANCE ENGINEER -OF -RECORD FOR OVERALL RWECT. G3. INVERTED PENDULUM SYSTEMS CANTILEVERED COLUMN {V9 SYSTEMS dl BUILDING SIZE: 34'-0" x 60'-0" x 17'-0" 1.0:12 ALLIED STEEL BLDGS INC ** 2901 W CYPRESS CREEK RD STE125 FT LAUDERDALE, FL 33309 888-864-8666 PROJECT. TODD EVANS CUSTOMER: TODD EVANS OWNER:TODD EVANS LOCATION: FORT PIERCE, FL 34982 CAD DATE SCALE PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE TK 3/ 8/12 NTS 1 A 3213-2257570 c1 1 GE . 71744 °CC STATE OF . lij ���i/, ®l/V ALt1100�``�. r C t STEEL LINE 112 FIN. FLOOR cEn n LLJ w o � o w� •/ a CONCRETE NOTCH DETAIL IN an'—n" nl rr—Tn—nl Ir nr crm l4 2 3 20'-0' 20'-0' 20'-0' 18'-9' X—Bracin °o CCDD = ■�—■ M M I E 0 I "p cV I ra i i i I N j > B c .- A .2 s i ID ol E_ M o ) N O 2 0 O 1 I r cV a I io O m I X M I gy�p— �E T. B Li- oG G o X—Bracing co 1'-3 18'-9' 9'-0' 8'-0' 3'-0' 20'-0' 20'-0' 20'-0' 1 LWA ANCHOR BOLT PLAN D D ISSUE DATE DFSCRPTION l;Y CKD DSN ALLIED BUILDINGS 88"64- %s 0 3/ 8/12 FOR ERECTOR INSTALLATION TK EH MWS PROJECT TODD EVANS s T CUSTOMER TOM EVANS I OWNER TODD EVANS LOCAnft FORT PIERCE, FL 34962 �- CAD DATE 3/ B/12 SCALE N.T.S. Pf1ASE 1 BUILDING ID A JOB NUMBER 3213-22r57570 SHEET NUMBER Fl ISSUE, o O Dia= 5/8' ISI Dia= 3/4' 2012 QE 71744 SiA'TE OF 0 GENERAL NOTES 1. THE REFCM PROVIDED ARE BASED ON THE ORDER DOCUMENTS + AT THE TIME OF YWLM ANY CHANGES TO BUILDING LGA S OR DIMENSIONS MAY CHANGE THE REACTIONS THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MIflpMG. 2 REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LION FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DEIERMNE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL. COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. & THE MANUFACTURER DOES NOT PROVIDE °MWOMUM' LOAD COMBINATION REACTIONS. HOWEVER. THE INDIVIDUAL. LOAD REACTIONS PROVIDED WAY BE USED BY THE FOUNDATION ENGINEER 70 DETIIiMINE THE APPLICABLE LOAD COMBINATIONS FOR;HIS DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL MOD DESIGN 4. THE METAL BUILDING MANUFACTURER 6 RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY 70 PERMIT THE TRANSFER OF FORCES BEIWEFN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR. BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER OF FORCES 70 THE FOUNDATION. THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND 6 NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION 4BEDM[Nf5 THE END USE CUSTOMER SHOULD ASSURE R SELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COWMN RFACDOS OF THE BUILDING, OTHER IMPOSED LOADS. AND BEARING CAPACITY OF THE SOL AND ORDER CONDITIONS OF THE BUILDING SUE IT 6 RECOMMENDED THAT THE ANCHORAGE.AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPEi49M IN;THE DESIGN OF SUCH STRUCTURES, DING MIEMS MANUAL) 5. ((B(OT OM ALL BASE PLATES ARE AT THE SAME ELEVATION. & ANCFIOR ROM � ASIM F1554 GRADE 36 MATERIAL UNLESS NOTED BUILDING BRACING REACTIONS eactions-S Pond smic -Wall - Col -tWRu d - - shear Lae Line Line Harz Vat Horz Vert (lb/it) - L_EW 1 Frame At Endwall FSW A NFigd 2 3 6.0 4.6 02 0J R-.EW 4 A.B 3.4 33 0.1 0.1 B-SW C 3,2 6.0 4.6 02 0.1 ENDWALL COLUMN: BASIC COLUMN RFAC IDS (k ) Firm Col Dead Wmd-P Vfmd S Line Veit 11 B 02 - &3 6A Rafter Rafter Brace Brae Firm Col Dead Collat live Vied-L Wmd R -WkK L- -WmdR-- Wmd P Vmd_S LnWhdl the Line Vert Vert Vert Vert Veit Harz Vat Hom Vert Horz Harz Vert 4 A 02 0.0 1.4 -3.8 -1.9 3.4 -7.1 0.0 13 0.0 0.0 29 4 B 0.7 0.1 42 -B.7 -8.6 0.0 -5.4 3.4 A 1.9 -5.9 6.4 -117 4 C 02 0.0 14 -1.9 -3.9 0.0 -1.9 0.0 -3.9 0.0 0.0 2.9 Firm Col LnWnd2 -Ses-L.- -Ses-R- -Lwmi-L- -LVRNDiJN- -1N7ND7`1- -LWIND2.R- line Lure Vat Harz Vat Horz Vert Harz Vat Harz Vat Harz Vat Harz Veit 4 A -iJ 0.1 -0.1 0.0 0.1 0.0 AD 0.0 D.1 0.0 AD 0.0 0.1 4 B -0.1 0.0 0.1 0.1 -0.1 0.0 -0.3 0.0 -03 0.0 -03 0.0 -03 4 C -1.7 0.0 0.0 0.0 0.0 0.0 0.1 0.0 -1.0 0.0 0.1 0.0 -1.0 ENDWALL COLUMN: ANCHOR BOLTS rt BASE PLATES Frm Col Anc-Bolt -mate m) Grout Line Line Qty Dia Width Length llridr (in) 1 B 4 0.625 7.ODO 10.00 0250 0.0 4 A 2 0625 7.000 &ODD 0250 0.0 4 B 4 0.625 7.000 &ODD 0250 0.0 4 C 2 0.625 7.000 &ODD o250 0.0 NOTES FOR REACTIONS BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA wmTFl ( = 34 17 1% �/12) i 1.01z � DEAD COLLATERAL M- = 0.5 ROOFFRAME LIVEL 16.77/12 ROOF SNOW 0 GROUND SNOW = O.00DO WIND SPEED (MPH) = 160 WIND RE/ 10 _C C DPwOR A E� WIND - 00 SEISMIC� SEISMIC ZONE A1.00 SEISMIC COEFF (Cs) = 0.110 23 © A I4 �LC(NIINN LINE tv tv RIGID FRAME: NOW BOLTS t BASE PLATES Firm Col Arrc...006 Base -Plate (m) Grout Une Line Oy Oo Width Leno 'Rude (in) 1 1 C 4 0.750 &OOD 10.50 O.M 0.0 A 4 0.750 6.000 1OM Dim 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Firm Col Ana.Solt B=j%te m) Grout Line Line Qty D'ia With leno 7ha (m) 2' C 4 0.750 6.000 10.50 0375 O.0 2' A 4 0.750 6.000 10.50 0375 0.0 2* From Ones: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column --Dead--0ollatad- --Lift-- -Wmd.L1- -And-Ri--Vnd_L2-- Line line Horiz Vert Hors Vert Hart Vat For¢ Vert Hors Vert Hors Vat 1 C 0.1 0.B 0.0 DA 0.8 3.0 -4.1 -8.5 IJ -4.0 -4.7 -5.3 1 A -0.1 0.B 0.0 0.1 -0.B 3.0 -13 -4.0 4.1 -8.5 -1.1 -0.8 Frame Column-Irnd_R2---LnWmd1---LnWmd2- -Seismic-L--Seiw&_R--LyAi_m- ANCHOR BOLT SUMMARY Lme 1 I = c Hors 11 Vat - Hark 0.6 Vat -7.5 Hors -0.1 Vert -4.5 loft Vert 0.0 Fort Vert Hors Vert 1 A .02 4.7 -5.3 -0.6 OA 0.0 0.0 0.0 0.0 -12 -7.6 -4.5 0.0 0.0 0.o O.o 0.1 -02 �(m) Frame Column-LWINo1.JtZE- -LWIN02-L2E- -LWRM2 �F- Qly locate Type �N) Lin Line Honz Vert Hart Vert Hanz Vert 1 c -0.1 -02 0.0 -12 --Mi -02 O 12 Jamb 5/8' 1`1554 ZOO 1 A 0.0 -12 0.1 -02 QO -12 O 12 Endwall 5/B' 24 Frame /4' 1`1554 F1654 200 2.50 Ffmne Column -Dead---Collateral- Liv -Windlt- --ViindRl- -Wind12-- Une line Hark Veit Hort Vert Hork Vat Hart Vert Fort Vert Horiz Vert 2+ 2* c 02 A -02 1.1 1.1 0.0 0.0 02 02 1.0 AD 4.1 4.1 -73 -&6 -15.9 -7.5 &6 73 -7.5 -15.9 -8.6 23 -10.0 -1.5 Frame Column-WurdR2- --LnWnit- --bWind2- -Sesmicj- -SeWc-R- - bc - -'- Lare Line Nor¢ Vert Horiz Pert Hoyt Vert Hort Vert Fort Vat Hat Vat 2* C 23 -1.5 13 -1&9 0.0 -13.0 0.0 -0.1 D.O 0A 0.0 -0.1 r A 8.6 -10.0 -13 -18.9 0.0 -13.0 0.0 - OA 0.0 -0.1 0.0 -0.1 From Column-LM7HD1.J2E- -LWMDI...F2E- -LWND2_M- -LWIND2Jt2E- Line Line Hat Vat Hat Vert Fort Vert Fort Vert 2s C 0.0 22 -02 -03 0.0 22 -02 -03 2' A 02 -03 0.0 2.2 02 -03 0.0 -22 r Frame Imes: 2 3 DAIS DESCRIPTION BY D DSN ALLIED BUILDINGS 6"665 ���� I�r�rrvlwgrv+Ar�irF ®rlydQ 3/ 8/12 FOR ERECTOR INSTALIA110N TK EE N MWS 7/12/12 REV.FOR ERECTOR INSTALLATION TK MYVS PROJECT: TODD EVANS CUSTOMER: TODD EVANS OWNER TODD EVANS i-ocATION: FORT PIERtIE, FL 34982 CAD DATE 3/ 8/12 I SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 3213-2257570 SHEET NUMBER F2 ISSUE 1 ° tp 7174 �: Qa ;rE STATE Q� ' a B' o Ti L--.J L o o J M N DETAIL A Dia= 3/4' S Dia= 3/4' �— 6--{ I I —T— " 01N 4' —1— 3. 2' W�2' 8 1/4' SW See Plan DETAIL E co o _ a � N L � J DETAIL B Dia= 3/4' I- DETAIL C Dia= 3/4' —T— N 010 4' f w 2' 8 1/4' DETAIL F See Plan DETAIL G -3 11 DETAIL D 1 3/4Framed Opening Width 1 3/4 Door Opening Width i 1/4 1 1/4 Equal Equal Equal Equal r N N + Steel Line + c) + Steel Line + + + + + Ramp (If Requlred> 5/8' JUL 13 9012 DATE DESCRIPTION 6Y CK°D I DSN � `� ALLIED BUILDINGS 888-864- M XMIUM R 1 1Immo Ql C� 4 �� ` • \�• °°�'\C 71744 i 3/ 8/12 FOR ERECTOR INSTALIAiION TK EH MWS MWECL• TODD EVANS CUSTOMER TODD EVANS OWNER: TODD EVANS LOCATION: FORT PIERCE, FL 34882 °° STATE ®� • .° j e CAD DATE SCALE PHASE BUILDING ID JOB NUMBER NUMBER 6 SHEET SU U'1 . .•" ` `m; 3/ 8/12 N.Ta 1 A 3213-2257570 F3 0 ''�,,`/®'°r °°u°'`` �°C' GIRT LAPS 1 I -j I EC-4 RF2-1 RF2-1 RF1-1 1'-1 3/r 3/4. SIDEWALL FRAMING: FRAME LINE C Q Q Q Q F42El7--R F2955- F42❑7--L SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Ga. PR - Saddle Tan ISSUE DATE _I DESCRIPTION I 0 3/ 8/12 1 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. A ALLIED BUILDINGS �.vo1.111wMe�Rl c��nl® PROJECT' TODD EVANS CUSTOMER: TODD EVANS LOCATION: FORT PIERCE, FL 349U i�i�isi iTsi • • • OWNER: TODD EVANS E-4 E-5 G-14 G-19 G-20 G-21 G-22 G-23 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 3/ 8/12 N.T.S. 1 a I 3213-2257570 I E3 4 6 4 -11 -3 JUL 13 E%1� 71744 J ISSUE ° STATE OF -to ° `4 �, C�» •..R�.• 0 "Mu Lilllli\ 34'-0' Q1. 8. — 16'-4' 12 RM A ERI-1 As FB29.3 Fg29.3_ FB29.3 FB29.3 F ,z - 0 RA1-1 ER 211 3 FB29.3 FB29.3 FB29.3 FB29.3 - �7 -tz G—B G-10 I G-7 G-9 I 7 I I G-9 �� I D4 I v0 ce`ml G-7 G-9 I oz I Q — — RA1-1, F407 — — — — — — — — — — — EC-2 tG-a ENDWALL FRAMING: FRAME LINE 4 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. EC-4 I I � I 8.1•�. �1. 1•h!!" 12 12 F160—B F764 C] F764 12 i 5� 7� co co ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Ga. PR — Saddle Tan EC-3 121`35C12 EC-4 12F35C14 ER-1 8F35C12 ER-2 BF35C12 G-7 BX25Z14 G—B MOB B G-9 BX25Z14 G-10 BX25Z16 CB-1 5/16• DIA. ISSUE DATE DESCRIPTION BY CKD DSN f�-LLIED BUILDINC33 88 6666 A naomm" Imlww�lw mmw1 mswm"m� g 0 3/ 8/12 FOR ERECTOR INSTALLATION TK EH MWS PROJECT: TODD EVANS CUSTOMER: TOM EVANS OWNER: TODD EVANS C LOCATION: FORT PIERCE, FL 34982 CAD ROTE 3/ 8/12 SCALE N rs. PHASE 1 BUILDING ID A JOB NUMBER 3213-2257570 SHEET NUMBER E5 ISSUE 0 '-9 1/8" 1-7 0 7/16• —8' 11 3 4' 11.3%4• JUL 13 20 GENs 71744 SIA E OF OIDp: ° ®ems``• �R /® Ai AL 7j7//11JlTlll11111��`` SPLICE BOLT TABLE Qty Mark Top Bat Int Type. Dia SP-1 4 4 0 A325 3/4' SP-2 4 4 0 A325 3 4' FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxx%1 : x 4G x=length(in) --► 2.1 /e 8 1/4' GENERAL NOTES: 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS ARE SPECIFIED AS SNUG TIGHTED JOINTS IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR M90 BOLTS, JUNE 30, 2004'. PREFENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST OFF TYPE TENSION BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. Z. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN Mork .— Start d Thick Len RF — 0.0 3.0 0. 34 96.8 RF1-2 B.O/ 8.0 0.134 182.7 F52—B RF1-3 8.0/ 8.0 0.134 1B2.7 RF1-4 13.0/10.0 0.134 196.8 —1 Z/.- ■ 30'-4 7/i6' 1'-1 let—v vui—iv—yu1 yr 31U-L RIGID FRAME ELEVATION: FRAME LINE 1 0 x 114x 19b.t1 5 x 1/4* x 20.6 5 x 1/4' x 182.7 5 x 1/4' x 182.7 5 x 1/4' x 20.6 8 1/4' DATE DESCRIPTION BY CKD DSN 3/ 8/12 FOR ERECTOR INSTALLATION TK EH MWS ALLIED BUILDINGS 888-864'$6(i6 X�mm11w trrrt �1�dv PROJECT: TODD EVANS CUSTOMLR TODD EVANS OWNER: TODD EVANS LOCATION: FORT PIERCE, R 34982 CAD DATE SCALE PRASE BUILDING ID JOB NUMBER 3/ 8/12 T.S.N1 A 3213-2257570 0 X 1/4 x 1M.1 5 x 1/4' x 182-0 5 x 1/4' x 182.0 5 x 1/4' x 185.1 13 RUIZ e 7 rl 74L �;• ��. frx, SHEET NUMBER ISSUE e(� ° SF TA TE Oj Z" °®diVAL SPLICE BOLT TABLE Mark Tod Bot Int Type. Dia SP-1 4 4 0 A325 3/4" SP-2 4 4 0 A325 3/4 ' FLANGE BRACES: BOTH SIDES(UNLESS NOTED) A— 9U)l14G x=length(in) Q1' 12 8 F52—B 2 1/4" "I t- - Mark Start d Thick Len vuu uc nunyc W x Thk x Len insiae range W x Thk x Len RF2-1 10.0/13.0 .134 196.8 5 x 1/4, x 195.8 5 x 1/4' x 181.1 �.134 5 x 1/4' x 20.3 RF2-2 12.0/120 183.0 5 x 1/4 x 103.0 5 x 1/4' x 182.0 2 1/4' ylF a m U- 1/4 1'-1 1 2' 30'-4 7/16" 1'-1 1/2' 8 1/4" CLEARANCE + — A GENERAL NOTES: 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS ARE SPECIFIED AS SNUG TIGHTED JOINTS IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 PRETENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST OFF TYPE TENSION BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3.INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN RIGID FRAME ELEVATION: FRAME LINE 2 3 ISSUE DATE DESCRIPTION BY CK'D DSN `,t ALLIED BUILDINGS 88"64"8686 `�a� a�a��o1e<111wi�n'1®l�ta 0 3/ 8/12 FOR ERECTOR INSTALLATION TK SN MWS PRDJECT: TODD EVANS CUSTOMER: TODD EVANS OWNER: TODD EVANS LOCATIDN: FORT PIERCE, FL 34982 CAD IDATE 3/ 8/12 I SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 3213-2257570 SHEET NUMBER E7 SU- JUL 13 312 o � 71744 STATE 0E °' FOR!®�•��®� �: RA1--/ Rahn Angle EW R 1/2' x 1 1/4' A30 Bons (rYP•) Nx) Una (1) }17A 12-14.X 1 1/4- SO (2) 1/2' x 1 1/4' A325 Bons 0 0 0 SECTION THRU COLD FORMED RAFTER 1/ CiyP) (U-N-) (2) 1/2 0 x 1/4' ROOF A325 BOLTS 1 PURIDI ENBUon -i F'Q nANGE BRACE RAFTER 1 /Y x 1 1/4' A325 Bons 5/8' x 1 1/2' A325 Bons ok trmge Braae connections (Typ.) (U.N.) ROOF PURUN TO B4 ENDWALL COLUMN TO RAFTER ENDWALL RIGID FRAME SIDEWALL BM Got GIRT j Comer Column �n COLUMN I•— o IF SW Girt IT I — I Welded Plate •� SCE �• — • • — — — — — — — Crip Girt SC1484 ENDWALL GIRT 1/4' A325 Bob 1/2' x 1 1/4' A325 Bons (rYP-) (Ux) -- (ryp.) (Ux) Crj DOUBLE CEE ENDWALL COLUMN TO WALL GIRT 10 CORNER COLUMN TO WALL GIRT jam (*) = Rend- - � arnc Ran E 5 BASE PLATE FOR DOOR JAMB Column ( ) = I. --- —1 plan E$ BASE PLATE FOR ENDWALL COLUMN D 16 CORNER COLUMN TO WALL GIRT c Ai25'Bob (TyP. U.N. on Endwall Thawing) RI® FRNW LUM ' MN RAFTER zic 11 I I I I —11�J1 (rya) (ux) ENDWALL RAFTER TO COLUMN C4 CEE ENDWALL COLUMN TO WALL GIRT Welded Clip Rigid Forme w Endwan O Column I• T:•I I �1 I Erxiwan Girt CGP ENDWALL L)/2' x 1 1/4' A325 Bolts (Ux) 2] EW GIRT TO RIGID FRAME COLUMN ENDWALL COLUMN O O BASE PLATE PLAN ELEVATION OBASE PLATE FOR ENDWALL E4 COLUMN OR DOOR JAMB Got TKM as Rena �a Root ParTm tlomp Broce CCp A i Column ~ (dAddr8onal• _ •RF O O 0 • • • •0 t 00 BA j (As RequuedFlange BroceSECTION A' Flange Brace CUP won Gat (* ) = Refer To Endwan Drawing 1/2' x 1 1/4' AM Bob 1/2' x 1 1/4' A325 Bob For Bolt Qaontity. Dia. do Type NO (U.N.) trYP•) (Ux) RAFTER SPLICE AT SURFACE CHANGE G2 ROOF PURUN TO INTERIOR FRAME RAFTER H2 WALL GIRT TO RIGID FRAME COLUMN ISSUE DATE DESCRIPTION BY CKD DSN 0 3/ 8/12 FOR ERECTOR INSTALLATION TK EH MWS 88"6"66E7 ALL 1ED BUILDINGS �ramonwIml umm" sRIa�rrrav PIZO Xr TOM EVANS Cl1STOMER TODD EYANS OWNER TOM EVANS LOCATION: FORT PIERCE, FL 34982 CAD SCALE PMM BUILDING ID JOB NUMBER SHEET NUMBER ISSUE IDATE 3/ B/12 1 N.T.S. I I I A 3213-2257570 DETI 0 sa„t Rigid Frame Column Rigid Forme Column v MGM Kaner 1/2' x 1 1(4' A325 Bons 1/Y x 1 1/4' AM Bons (Tor•) NX) (TYP•) N-N.) @LOW SIDE SAVE STRUT TO COLD FORMED RAFTER @ EAVE STRUT TO RIGID FRAME 4 1/2' x 1 1/4' A325 Bob (TYp.) (U.N.) M3 DOOR HEADER TO DOOR JAMB UYM Forme Column Saul Eava Strut e e, e Rgid Forma Column 1/2' x 1 1/4' A325 Both (TYF) (U.N.) J24 EAVE STRUT TO RIGID FRAME Steel Lune f7 p2 S.D. Sae. won Porwl (See Fastener Delon) hnsYle aosur Anchors By others* Base Angle Finished Floor (F40n #Minimum 1/4' Diameter Anchor or Eq-uumolerd Power -Driven Fastener RZ ANCHOR BOLTS AT SIDEWALL COLUMNS I T� CONCRETE SECTION RU WALL AND welded 1/2' x 1 1/4- A325 Bolls (Tor•) N.N.) K3 WALL GIRT TO DOOR JAMB Wall art won Girt weed Cry Girt Door Jamb xlth 1/Y x 1 1Bob4' A325 BoDoor Jamb (TYP•) (UA) L$ DOOR JAMB TO WALL GIRT Y4 N xs- so — •x. Inside closure Wit 1' 1 1/4' Tape seal on top ooF Poael at 1r RONand III bottom v4•-14 x 7ie try r T0a Sea ®5.s W sw a T19. sWnt Be Fvred F7 r` @ds LM pTgt Roof Parrel Imae col, F� IkAbez • I vr-N • ie' YTrN I 16ber i v Sy Para, Fastener #14 12 -14 x i V 1/8 x 3/16' At b or 'a prz TdA R" Ti* Flat Enve T F2955 Pop Rivet 10'-0' DJ:. 0 o Member Scre Fnsterrer t1 i2-14 X 1 1/1. / SD Ta 1/e x 3/16 Pop Rivet at 5', 7', 5• —Member Scre* Re at 60' D.C. 12-14 x 1 1/4' SD X7�� at 12' aG Outside P .pgt. Peak FW6s Stardord.6brerD P.+oW eM Closure RWF PoaelFor roof runs iff-T or less 4e Enve Strut Standard Rake Trim Section s� 14,dxT yJnll Panel Tape Sealant M1#est - PBR Roof - Sheeted Vail .t4 ep.,e Lai Eave Trip TRIM-104 Standard Peak Bar 1kta1 M Rear TRIM rrt T,ri w• TA �s �+ 'PBR' Roof Fixed Rldoe DetnR -lob TRIM -MD trim-185 DATE DESCRIPTION BY CKD DSN 3/ 8/12 FOR ERECTOR INSTALLATION TK EH MfNS/OK AL L 1 E D B U I L D I N [3 3 888$64-8666 iraraaaIM tcolWEXAMMMrMe9r•Rt oraat�nra� PROJECT: TODD EVANS CUSIOMER: TODD EVANS OWNER: TODD EVANS LOCATION: FORT PIERCE. FL 34982 CAD DATE SCALE I PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 3/ 8/12 1 N.T.S. 1 A 3213-2257570 DET2 0 Standard Grade Desagton Fastener Appian 1/4-14 x 7/1' 4A' Stirtch R Trim Screw 12-14 x t 1 4• 17A Member Sun 12-14 x 1 1/2 17B Member Screw 12-14 x 2• 28 Member Screw Long Life Descr ption FN m� MpI 1/4'-14 x 7/8' 4 Stitch k Trim Sam 12-14 x 1 1 4• 3 Member Som 12-14 x 1 1/2 3A Member Soew 12-14 x 2• 58 Member Screw Top age O O Top Bogs — See RWA Frame Drawngs For Sae O O Web kdWn elate Bolts O O (As Required) See Rigid Frame Drawings For Sae O O Bottom Bolls — See Rigid Frame Better" Rage O O Drawings For sae Extension Beyond Flange Is Optional, At Top k Bottom. Top Range O O T Bolts — See Rigid FromFor �wr Sae O O Web Intermediate Bolts O O(As Requires) See Rigid Frame Drewi gs For Sae O O Bottom Forme Bottom Flange O O ngs For Size U2 BOLTS FOR RIGID FRAME RAFTER I U3 BOLTS FOR RIGID FRAME RAFTER TRiM—ley AT BUILDING PEAK TO COLUMN CONNECTION Note: Standard details call for 4 7• 5' -r 5' 7• itI 12• I it I ,r„o 7' 5' 7• 5• 7• 1 1/4' fastenersus 2 1/2 12' _ 12' �� 'PBA' Panel 2 1/ ' �I U.Pa member screws by 'PBR' Panel s� 'PBU' Panel default .� Tara ' a W� 'PBII Pens e°°r5 r•9 Member screws m be gwtq 1q 1 1/4•. 1 1/2'. or 2 p&• 1sq \'�'� depending on insulation, SIM 1/4-14 x 7/9' P.w %,Am DWA. 14 x 711r SD. d 20r O.C. application, or a %aft mwr^m sad mocism e o customer request ®— At Base, Rake. Eave. ad IN Span End lops 6' C 6' 6' 6' 6• 1r 1r 12 p = Al intennedate Mamb , 1r 12 12• IB 'RVPBR' Panel and at Optional Una Panel 'RVPBU' Panel Self —Drilling Screw Application Fastener Location for Panel At Wall - SCRWI 7FRL174 DATE I DESCRIPnON 3/ 8/12 1 FOR ERECTOR INSTALIATION 'Cohmm — WF or Cable Cee Flo —Lac Grry _ mg proc. PA Eyebolt = ( Rqd) Washer • smh r connection for Rafter. Flat heat EyeBolt Through SW in Web. Washer Thee Assembb HRWde Washe , Fort Waste , and Nut. QZ DIAGONAL CABLE, EYEBOLT END Field locate and prwde 'X Mmdmum a sm for the bmcing. f"-1 1/8' larger than Y bracing 1 1 Diameter. E o`� 1r19ide M 9 — \ — — — Y zee web Outside Flange Down *For Coble Unravel Flo —lock Qip and Remove Eye B2R Shp Through CABLE AT FLUSH WALL GIRT 12• 12' 12• Stitch Screw Tape Seal 9 t 2 9 1 2' 9 1 2' 1/4—f4 x 7/8• At 20' O.C. 212' 212' 212' _ T — T o Sheeting Direction Detail 'A' All Roof Members Except Ae NOW Below Member Screws 4'+ 12-14 x 1 1/4• Roof Panel 12' 12' 12' at 57, 7. 5' Continaus 2 1 2' 7' 5' 7' 5' 7' 2 1 2• Tape Seal Roof Panel �a o Sheeting Dlroafbn Detail At Eave Strut. Panel End Lap and Peak Purlin Smft Thnj Panel End Laos Fastener Location for "PBR" Roof Panel ML175 /OK A4LLIE10 BUILDINGS �m.osra lso�wraa•w�e.al a�r�wo PROJECT: TODD EVANS CUSTOMER: TODD EVANS LOCATION: FORT PIERCE, R. 34982 . . • 'ter • •i• OWNER: TODD EVANS CAD IDATE I SLUE I ROSE I BUILDING ID JDB NUMBER I SHEET NUMBER ISSUE 3/ 8/12 N.T.S. 1 A 3213-2257570 1 DET3 1 0 Steil akws Tlbe Sedwt 1/4 Brad fnm pow io heodw Opuwd amm Gno Fbdl amw Tdln r F981 1 F9B2 69 Fadow 10x3 9 1, �rnr II nd Owbo 3/4• TFree�d�F�m�O aping �P�R Tu�S�lanf��nll�mgten mNN ' hetded b�efwe�emdalt B•o➢pb6� . TOWWA AM re ow,/ a T-0 tpre m.- aritq a. ne.r.a t4 wKr btdldim FN d ) epees dt.l. s-a. raeda mer rave b- .dn.a d fw d-er W p-- Wd- m-A r- .gym, —lr w SD840fb -mtlaad W-s..e for I~ wa+l. o W/ d-ala•Ita� od j�� 66 gg go1e�. Pap Ryes w a.,� g [N� by w)1 - A �L$ FOR Panel Fes, kg 0 mq & . Trip 3/4' F482 MAi bin le to be iatded DOW blmlat imd . bap u to Ids Three Sided Framed 0 en ning PRR Jamb Trim nefnR T-er Aeu car ec mya/m w v-.d Weaum t. b..l -.-i SD840F Ter doR, d pr-wtatlon CwWt rwr -,ef(m moor v oddllord �'.e..le tr tirtllr wta+F� .m/a doMooMws 1/Y 1 1 3 fit I I ilt SO" sm" S �qp 3 'mt6lpr . `I Pap I *,w O.C. swtkn A faz I f/f rAI bin b to b e intded H*-] Wabdatim isappBe Th����F�m�nine Three�d�F�m�O�nina PRR Trim Insfallafion PBR Jamb Trim Inst_allainn Nabs m mm/or I T-prr Aea. o.dr a- WmA't I i eu a• a,. nma.a b arvkt 9•� Rl.tdlotlm 1Fore Tire BoAYIp. a. bb.M m d v.�.d Mdotivl yv .A. - - - � . SD840A ' SD840B s, fw a.m. 0uwh.. a,e/ dormw.11ena •aau-d �-s..d +w r.a� wum� .r/ d.nlam- ad co-iq tlU I I/Y 1 3 4' �mr 2 I/Y' odd �~� t F= 3l Fib-- 4 8 Mi ; Pop *M aa' M Pap Rivet 21f Or. !£ r+a• A� lN� by ft Its) 3/4 Fmnf Yew I 11/Z' ppmM �dBl I j / Blmlmt 1 Do not wt or runup bad[ bg PtA Pall Won HKdW --� a Tin F482 Tin 3/4 AI bin b to be Iretded BFFDFE blaimt bado m b appNd.to jdde AI trio is to be iobdad BEFORE End Cud Detail Modal 1-md b -1w to *11, Th��d��mmed 0 mina Th�e�d�F�mAd Opening PRRPdr Trim inallaNenPRR Head T�m��ail T�e�d�F�m�O PRR Jamb Trim Defail Oald 0. 00/0 1 T.otfe An o.dr ac 0e/nM T.pf. Aeu e.d.f os o4MN rV o tir.rm to Aria sue+ bda�w-r d'eAt� a. nt.a.a m er,R.+ a�+r ttaTe Tew ee1Aro. a. rnr.m to a-+d btdbflun - — � - a — d SD840C � rwa'', � e. Wit;-. d SD840D # � ,�w�-� SD840E a. aw.r wd.o.e -w/o, I .dallmd Sl�-s.de far f-mr ester e.. -r/ aa&d sirs -W A. a.m. war .. -r/ dalft *- DATE DESCRIPTION BY CKD DSN 3/ 8/12 FOR ERECTOR INSTALLATION TK SN I MWS I I* ALLIED 13UILDING3 88"6"666 �wuw FsalnwClOIMtMIrRF �F�v PROJECT.• TODD EVANS CUSTOMER TODD EVANS OWNER TODD EVANS LOCATION: FORT PIERCE, FL 34982 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 3/ B/12 N.rs. 1 A 3213-2257570 DET4 D Door Header Angle (See Chart) Girt , \ H fl A— Door Header Angle — (See Chart) Fastener #16 1/4-14 x 1 1/4" SD at 12" O.C. Walk Door Frame Door Clip talk ee Chart) x C Attachment g to concrete by others. Framing Elevation Fastener #113 Girt 1/4-14 x 1 1/4" SD F, (TYP•) Section "A" Walk Door Clip (See Chart) (4) Fastener #1B (2) Fastener #1B 1/4-14 x 1 1/4"SD 1/4-14 x 1 1/4" SD Walk Door Field Bend Jamb Falk Door Angle WDA—? L4 x 2 x 16ga. x 5'-6" Detail "C" Used for door bracing QhU. and is not required if optional girt at 3'-6" is used. (Typ. both jambs) Door Header Angle Piece Mark For Door DHA3—? 3070 DHA4—? 4070 DHA6—? 1 6070 111 �yalk Girt UUoor (field cut Jamb at jamb) Section "R" 10"Girt (Field Cut At Jamb) 3 1 /2" 2 1 2" 0 0 3) Member o creWs, SD ao 12-14 x 1 1 /4" Field cut Door Frame plain material angle (Jamb) L 4 x 2 x 16ga. x 0'-6" Section "R"® 10" dirt Walk Door Clip Girt Clip 8" WDC8—? 10 DC10—? 12 DC12—? eying w1ft +' Head Trim F48i 1. Opening Wfaef + 1 Au trio is to be installed BEFORE blanket fisvlation b applied to fags Walk Door PRR Trim Installation t l/r ovens oft + t* t t/2• See Detai F4fl1 l�etnil Opening Wft + 4 Front view t i/r Opening Wfdtb + t' Va o not aft or remove bade leg dotn 90 d f/r 3 t/s' t/r Section A Jamb Trif_.J trio Is to be instaled BEFORE blanket kmfla8an b applied to jldls Walk Door PRR Jamb Trim Detail t 3/4' Wax Fastener 4 �Iemb� i/8 x 36' 7 ernb x 111 4' Pop Rivet 20. O.C. See SDIE a SO Sided e Ho by Bldg. Mfr M b aQ FeTrim *dk Door Frame H /W in Is to be Installed SORE blanket Insulation is applied to tjalls Walk Door PRR Head Trim Defail trig Is to be Instaned MORE blanket insulation is applied to *dls Walk Door PRR Jamb Trim Detail PC?- m z C) L /_or; 'n ,BLOC, 3s 476 Tip/E ,ddW7,-Y d a ' or LQT G .v 9a y a a oo',t' .`` L ® V� Tf�� Sour.Y/ ,ta ' aF t oT G V, f I STa,Pfl�C a s-e r � �j 0 7 po bx� 0R� iti�c. Gd o' � Ga•o' toT B sillT��,aAv 0v 6 siB V 9 ADDITIONS OR DELETIONS TO SURVEY MAPS —m ° t = Urc NUi ES BY OTHER THAN THE SIGNING PARTY IS ABACUS LAND SURVEYORS, INC. SETS A STANDARD MARKER OF A 1/2• IRON ROD AND A CAP MARKEDLB 71025 AT ALL CORNERS. UNLESS OTHERWISE NOTED PROHIBITED WITHOUT WRITTEN CONSENT HEREON. OF THE SIGNING PARTY, SAID CORNER IS SHOWN AS = • AND FIELD SURVEYED ON BAASnIS, BEARINGS/ANGLES BEING THE z E.S� �i� ,�OF LINE OF AqZAj/ T°' Wm/ j ASSUMED AS SHOWN. 6BREVIAT70Nci FD. = FOUND E/P = EDGE OF PAVEMENT !J� C :J (R) = RADIAL -///- = OVERHEAD UTILITY (C) �O - CALCULATED W.M. O = WATER METER (M) = MEASURED E = POWER POLE R (D) = DEED OR DESCRIPTION U.P. ® = UTILITY PEDESTAL (UN-R) = UNREADABLE ®= WELL I.R.C. = IRON ROD & CAP CI- SATELLITE DISH I.P.C. = IRON PIPE & CAP (= CENTERLINE CM = CONCRETE MONUMENT A = DELTA P.C. = POINT OF CURVATURE L = LENGTH P.T. = POINT OF TANGENCY R = RADIUS P.R.C. = POINT OF REVERSE N&D/T. = NAIL & DISC/TAB P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY CURVATURE ®= ELECTRICAL TRANSFORMER P.C.P. = PERMAMENT CONTROL POINT D./U,E. = DRAINAGE &/OR UTILITY EASEMENT � MICHAEL R, LAWSON ➢OES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT -OF -NAY, SETBACKS, RESERVATION, RESTRICTION, OR "-' SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY `-�' �• VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ' = ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ��q ATTORNEY. ANGu�J 1 J A, L THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL " RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Works JURISDICTIONAL AREAS, stF8§Public & ti&>:. WETLANDS, AND UNDERGROUND UTILITIES, SLAB, AND/OR FOUNDATIONS, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN, St. Lucie Cc;uPL;.!?-L A LEGAL DESCRIPTION PROVIDED BY CLIENT. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. OWNERSHIP,OF FENCES UNKNOWN. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE '• -/ '7 COMMUNITY PANEL N DATED BASE ELEVATION h [—BOUNDARY SUR�/EY PREPARED FORI 17'o.0>D 4- c%d 7/`/Wq �iQ.J.S fh � LEGAL DESCRIPTION ALL THAT PARCEL OF LAND IN SAINT L UCIE COUNTY, STATE OF FLORIDA, AS MORE FULLYDESCRIBED INDEED BOOS 1482, PAGE 131, ID# 340260500530006, BEING KNORNAS THE SOUTH 20 FEET OF LOT 6, ALL OF LOT 7, AND THE NORTH % OF LOT 8, BLOC% 35, INDIAN RIVER ESTATES, UNIT 4, RECORDED INPLAT BOOK 10, PAGE 49, IN THE PUBLIC RECORDS OF SAINT L UCIE CO LINTY. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT THIS SURVEY IS TRUE AND ACCURATE, SUBJECT TO ALL NOTES AND NOTATIONS SHOWN HEREON. Allyk /Z� �ld� l4•/? MICHAEL R. LA SON - PSM 5723 DATE LEGAL DESCRIPTION LOT BLOCK OF ACCORDING TO THE PLAT THEREOF, AS RECORDED' IN PLAT BOOK AT PAGE OF THE PUBLIC RECORDS OF COUNTY, FLA. REVISIONS ABACUS LAND SURVEYO7a4983- (772) 389 S.E. GASPARILLA A PORT ST. LUCIE, FLORIDA 336-9931 . LB 7025 SCALE / `546 JOB NO �%5_ F.B. �� PAGE