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HomeMy WebLinkAboutSUBMITTED PAPERSDate: n �/— Fee Due: -7)' , ;'3L/ 1 Receipt# Y>Uoo-1 I' o___r`mit # ❑ Electrical o Shed Planning & Development Services Building & Code Regulations Division �G',�� 2300 Virginia Ave. �k Fort Pierce, FL 34982 E (/C/& (772)462-1553 Coin/y SPECIALTY PERMIT APPLICATION ❑ Plumbing ❑ HVAC ❑ Fence ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 10 d c>vL\1 I LSW JL S ,� i t 3 �� S- 2. Parcel -ID -Number: q 5-oq ' (P 0 - 0 O,q 5 - rip O ^ Office Use Section Township Range Map Page Zoning Land Use Initials Only / / 3. Complete Description of Pr "t or Work: 9 N qk IA i \ ) Q 7c 1 Z � iN t S \-1 0 `v,, aC 4. Owners Information 5. Contractors Information Nme: ' al v c A,rJ /-5us&qv-j Vv A(,I/-(�C- FL Reg/Cert #: Address: V �Z�\! i ow _ City: State: County Cert#: Business Name: Zip: ?j,,j( pis -] Phone: 'J73-q I9-S54,7 Phone: Fax: 6. Value of Construction: $ 2SQ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating co Gtion d�zffig. �5eA.-j LKGL PRINT OWNER OR CONTRACTOR a SIGN - ROR CONTRALTO ,,,,, • �� 4-,,--v DAWNMII:.,STATE OF FLORIDA, COUNTY OF : MY COMMISSION rEXPIRES: MarACKNOWLEDGED BEFORE ME THIS DAY OF 20// / . BY5Q) Bonded Thru NctarY F WHO IS PERSONALLY KNOWN TO ME OR WHO HAS UCED /-L-Q/—� AS OF COMMISSION NUMBER DAWN MILONE - MY GOMMISSION # DO 852587 EXPIRES: March 22, 2013 NAME OF NOT PAWN Rt..:'r• MY �Mgll r, . t7O 352587 EXPIRES: Mt 22 2013 8ondad ThruNotar Ur"0C-,W 1t6rg NOTICE TO OWNER: EQdel�db`WPuAricbiOeTil!8IR F COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Revised04l26/2010 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 - •.... DAWN MIL� ?'"Jib 1, MY COMMISSIONr'�. EXPIRES: Marr r�� •. Bonded ThruNaFary P NOTICE TO OWNER: FAILUt,,_ ,+sO RECORD A NOTICE OF COMIVIENCEMEN'1, ty-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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS V Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This,permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the "building/construction activity. Construction value is used to determine the permit fee. 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. ❑ Gas Attach 2 piping schematics with tank size,location, and. BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans; 2 anchor specifications ❑ Fence 'Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Sid*Ili Attach 2 copies of manufactures specifications ❑ E VAG '' Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for ..:new system or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, .FL 34982. All,permit..applications must be filled out completely before submission. No applications will be `accepted for'processing after �,4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during! regular, officeihours (8:00 AM - 5:00 PM),,Monday through Friday. NOTE: Emergency electric service change out inspections will not be.performed after 3. '0 PM without special arrangements and additional fee paid. Upon issuance of this..permit, required inspections can be scheduled by calling (772) 4624261. WE ,I i- A-1—i IN *_� N Planning & Development Services Department Building & Code Regulations __ L=l CN [ 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial —!!�7- I understand that the building official and inspectors are not there to design or give advice on how t�om` et the minimum code. Initial /J I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable o; the cost of the license. Initi: I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related in di ai cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that, I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zo tng Departm to the Florida Stat Department of Professional Regulation. Signed and acknowledged on this day of of 20 r f . aoj wnerBuilder Signature " STATE OF F] COUNTY OF by mature of Notary Title: Notary Public SLCPDSD Revised 07/22/2010 before me this 1 day of 20 who is personally known to me, or who has as identifica ion. Type or Print Name of Notary Commission Number ;ti'"dealtl DAWN MILONE IGY COMMISSION # DO 852587 EXPIRES: March 22, 2013 .'�y', of Nd Bonded Thru Notary Public Underwriters Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Florid State Department of Professional Regulation. Signed and acknowledged on this � day of u . ,-20 J 1 STATE OF FLORID COUNTY OF The foregoing instrument was acknowledged before me this ` day of , 20 , by ��:c_ 1 , who is personally known or has of Notary Print name of as identification. . ^ --1 Title: Notary Public Commission Number ppWNMILONE �:. r . MY COMMISSION # DD 852587 ?a' EXPIRES: March 22, 2013 SLCPDSD Revised 7/23/2010 , •';:1'� Bonded Thru Notary Public Underwriters St. Lucie County Owner Builder davit -Electrical Contracting -- a ■ • "Vn - .. ....«.. 1 n t•t.x ,... jb fe m"T Of _,!, L q ODUN" 0/ S{_ 4a=—. 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O. BOX 770 PALM CITY. FLORIDA. 34991 PH. 863-288-3995 FILE Cory GENERAL o,Es MAOUTER ANCH01aHNG 1p)T�Am 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL, DETAIL AND DIMENSIONS. ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSION SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2007 FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEER'S WRITTEN CONSENT -A COPY OF WHICH WILL BE FILLED WITH THE CONSTRUCTION OFFICIAL. 5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER. 6. THESE DRAWINGS ARE.THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT. DRAWINGS SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER. 7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS. DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE ENGINEER'S DRAWINGS AND THE PERFORMANCE OF THE WORK BY THE CONTRACTOR ALL WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OD ALL LOCAL AND STATE BUILDING CODES AND THE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS AND EXTENT OF THE WORK. AS THE WORK PROGRESSED, THE OWNER AND THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. 8. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING CONSTRUCTION. SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE DRAWINGS .ALL WRITTEN DIMENSIONS GOVERN. 9. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT, THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR, MACHINERY, TRANSPORTATION, HEAT, WATER, UTILITIES, AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS. 10. THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS'CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS_ EHAT WILL IMPACT THE PROJECT. ALL DRAWINGS ARE COMPLIMENTARY. THE DRAWINGS GENERALLY SHOW THE INTENT OF THE OVERALL COMPLEXITY SLABS AND CONCEPTS OF THE PROJECT, AND DO NOT NECESSARILY SHOW ALL DETAILS AND CONDITIONS ALL NEW INTERIOR. CONCRETE SLAB AND FOUNDATION WALLS AND FOOTER SHALL. 11. HAVE SOIL POISONING UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR. ALL WORK SHALL BE COMPLETED ACCORDANCE WITH ALL STATE AND DEPARTMENT OF AGRICULTURE, STRUCTURAL PEST CONTROL DIVISION REGULATIONS, RULES, DEFINITIONS AND REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING. 12. ALL EXISTING SETBACKS, EASEMENTS, AND ANY DEED RESTRICTIONS. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE ENTIRE PROJECT SHALL BE LEFT IN A NEW CLEAN CONDITION. WIND DESIGN CRITERIA EXPOSURE "C", CATEGORY I, ENCLOSED, INT. PRESSURE COEFFICIENT +- 0.18 IMPORTANCE FACTOR 0.77 ZONE WIND SPEED 115 MPH 135 MPH 155 MPH ROOF 1 -20.2 -27.8 -36.6 ROOF 2 -34.7 -47.8 -63 ROOF 3 1 -51.6 -71.1 -93.6 ROOF 4 -23.9 -33.0 -43.5 ROOF 5 -29.4 -40.5 -53.4 SHEET INDEX C-1 COVER SHEET A-1 ANCHORS AT 45' FOR EXP.B A-2 ANCHORS VERTICAL FOR EXP, B A-3 ANCHORS AT 45' FOR EXP.0 A-4 ANCHORS VERTICAL FOR EXP. C A-5_. ANCHORS DETAILS A-6 PAD CHARTS AND LAYOUT A-7 SLAB ANCHORS DETAILS A-8 GROUND ANCHORING DETAIL WIND DESIGN CRITERIA EXPOSURE "B", CATEGORY I, ENCLOSED, INT. PRESSURE COEFFICIENT +- 0.18 IMPORTANCE FACTOR 0.77 ZONE WIND SPEED 115 MPH 135 MPH 155 MPH ROOF 1 -16.6 -22.9 -30.2 ROOF 2 -28.5 -39.3 -51.8 ROOF 3 -42.2 . -58.6 -77.2 ROOF 4 -19.7 -27.1 -35.8 ROOF 5 -24.3 -33.3 -65.8 q,la NMI F B I JB 09-20-2010 Q AS SHOWN MIME IFILANS W19271 Dy'aHrmiziD HN ACC®IRDANC19 WHUH M19 2®07 IFIL®IRMA 1BUHU NG (C®DIF, IF®IR A MIME SIEC®MID GUOU ®IF HS MIPHo If lI ~ c. 1 A NOTES: 1. ANCHORS PLACED AT 24" MAX FROM END OF BUILDING. 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING. 3. ANCHORS SHOULD BE SPACED AS EQUAL AS POSSIBLE. SCHEDULES FOR ANCHORS PLACED 450 INTO GROUND ANCHORING SCHEDULE FOR 90 TO 115 MPH WIND SPEED, EXPOSURE "B„ NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 8'-0" 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 8'-0" 8'-6" 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 10'-0" 7'-0" 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 6 7 12'-0" 10'-6" 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 14'-0" 1 U-0" . 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 -ANCHORING SCHEDULE FOR 136 TO 150 MPH WIND SPEED, EXPOSURE "R" NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 3'-6" 2 3 4 5 5 6 7 7 7 8 9 9 10 11 11 12 12 8'-0" 3-6" 2 3 4 5 5 6 7 7 7 8 9 9 10 11 11 12 12 10'-0" 3'-0" 2 3 3 4 5 5 6 7 7 8 8 9 10 11 11 12 12 12'-0" 4'-6" 2 2 2 4 5 5 5 6 6 7 7 8 8 9 9 9 10 14'-0" 4'-0" 2 3 3 4 5 5 6 6 6 7 8 8 9 9 10 10 10 MOM 0 a Z� o� so�� U � U ¢damn 80,0 F zzo 2N ¢:J w Q �s" go U �� JS OAi-c 09-20-2010 6NE AS SHOWN THIE519 PIANO VV ERIE D7,MNYM HM ACCORDAM(CE WHIM 'TH19 200 IFILGIR J.DA 3UjjIORNG 00DIF, TOM A THIR KY SECOND VJJ l S'r ®1F R55 MPH. NOTES: 1. ANCHORS PLACED AT 24" MAX FROM END OF BUILDING. 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING. 3. ANCHORS SHOULD BE SPACED AS EQUAL AS POSSIBLE. Qr�TI l V llTTT 17Q 70111D A XT011Jn1D0 1�� A Irl 71 -,l iir,% ri® . 7T%TrTinC I-N T -)) YT-%T7r ANCHORING SCHEDULE FOR 136 TO 150 MPH WIND SPEED, EXPOSURE "B„ NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6_0 g-p 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 5'-6" 2 3 3 4 4 4 5 5 5 6 6 7 7 7 g g g 8'-0" 5-6" 2 3 3 4 4 4 5 5 5 6 6 7 7 7 8 8 8 10'-0" 4'-6" 2 2 3 4 5 5 5 6 6 7 7 6 8 g g g g 12-0" 6'-0" 2 2 2 3 4 4 4 5 5 5 6 6 6 7 7 7 g 14'-0" 6'-0" 2 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 UIHII SE IPILANS WERE IIDEMNED ffN ACCORDANCE WME UH E 20@7 IF1L®IR111 A MILIIDIING CODE IFOR A MIME SECOND GUST T ®IF M MPH.* NOTES: 1. ANCHORS PLACED AT 24" MAX FROM END OF BUILDING. 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING. 3. ANCHORS SHOULD BE SPACED AS EQUAL AS POSSIBLE. SCHEDULES FOR ANCHORS PLACED 450 INTO GROUND ANCHORING SCHEDULE FOR 90 .TO 115 MPH WIND SPEED, EXPOSURE "C" NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24-0" ' 26'-0" 28' 0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 8'-0" 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 8'-0" 8'-0" 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 10'-0" 7'-0" 2 2 2 3 3 4 4 4 4 5 5 5 6 6 6 7 7 12'-0" 10'-6" 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 14'-0" 10'-0" 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 ANCHORING, SCHEDULE FOR 116 TO 136 MPH WIN® SPEED, EXPOSURE "C' NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 8'-0" 2 2 3 4 4 5 5 5 6 6 7 7 7 8 8 9 9 8'-0" 8'-0" 2 2 3 4 4 4 5 5 5 6 6 6 7 7 8 6 g 10'-0" 7'-0" 2 2 3 4 5 5 5 6 6 7 7 7 8 9 9 8 g 12'-0" 10'-6" 2 2 2 3 3 3 4 4 4 5 4 5 5 6 6 6 7 14'-0" 10'-0" 2 2 2 3 4 4 4 5 5 5 5 6 6 6 7 7 7 ANCHORING SCHEDULE FOR 136 TO 160 MPH WIN® SPEED, EXPOSURE "C„ NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 8'-0" 8'-0" 8'-0" 2 2 3 3 4 4 5 5 5 5 6 6 7 7 7 7 8 8 8 8 9 9 9 9 10 10 11 11 11 11 12 12 12 12 10'-0" 7'-0" 2 3 3 4 5 5 6 7 7 8 9 9 10 11 11 12 12 12'-0" 10'-6" 2 2 3 4 5 5 5 6 6 7 7 - 8 8 9 9 9 10 14'-0" 10'-0" 2 3 3 4 5 5 6 6 7 7 8 8 9 9 10 10 10 �IHIIE�IE IPILANS WIEIRIE IDIESHGM EID Hm ACC ODIRDANCC✓IE WINCH UIHIIE 2087 IFILGIRMA MURILIDUNG CODE E TOR A THRIEIE 5IECC OMID GUSU ®IF RSg MIpH. 11 NOTES: 1. ANCHORS PLACED AT 24" MAX FROM END OF BUILDING. 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING. 3. ANCHORS SHOULD BE SPACED AS EQUAL AS POSSIBLE. SCHEDULES FOR ANCHORS PLACED 900 INTO GROUND ANCHORING SCHEDULE FOR 90 TO 115 MPH WIND SPEED, EXPOSURE "C" NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX. SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36' 0" 40'-0" 6'-0" 8'-6" 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 6 8'-0" 9'-0" 2 2 2 2 3 3 3 3 3 4 4 4 4 5 5 5 6 10'-0" 7'-6" 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 12'-0" 11'-0" 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 5 14'-0" 10'-6 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 ANCHORING SCHEDULE FOR 116 TO 135 MPH VAIN® SPEED, EXPOSURE "C' NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" 6'-0" 6'-0" 2 2 2 4 4 5 4 5 5 5 6 6 6 7 7 7 8 8'-0" 6'-0" 2 2 2 4 4 4 4 5 5 5 6 6 6 7 7 7 8 10'-0" 5'-0" 2 2 3 4 4 5 5 6 6 6 7 7 7 8 8 g g 12'-0" 7'-0" 2 2 2 3 3 4 4 5 5 5 5 5 6 6 6 7 7 14'-0" 6'-6" 2 2 2 3 4 3 4 4 4 5 5 5 5 6 6 6 7 ANCHORING SCHEDULE FOR 136 TO 150 MPH WIND SPEED, EXP08URE "C79 NUMBER OF ANCHORS EACH SIDE BLDG. WIDTH MAX SPACING 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 40'-0" ...2 - -- _3 3 4 - 5- _ 5 - 6 6 7 - - - 8 - - -8- - - 8 - - - 9 . 9 1'0 10 10 8'-0" 4'-0" 2 3 3 4 5 5 6 6 7 8 8 8 9 9 10 10 10 10'-0" 3'-6" 2 3 .4 5 5 6 7 7 8 8 9 9 10 11 11 12 12 12'-0" 5'-0" 2 2 3 4 4 5 5 5 6 7 7 7 7 8 8 9 9 14'-0" 4'-5" 2 2 3 4 1 5 5 5 6 6 7 7 8 8 9 9 g g IT H[IESIE IPILANO WERIE DIEMN ED Rm ACCORDANCE WRU HI ME 2007 IFI GIREDA RUllild)ID NG CC011D E ]FOE A THIIRME SIECCOND CRUST ®IF n5§ MIPIH . 11, ALL ANCHORS SHOWN BELOW QUALIFY FOR SOIL TYPF 4 AS PER TEST CnNini ir.TFn RV ATGn occnnioTFs pRnni l(-T ® EYE ACTORS C®FIAL R®® ANCHOR Y SCALE: N.T.S. SCALE: N.T.S. s s UHIESIE IPIIaAMS WIEIRIE ID EMMIED III ACCCC®IRIDAMCIE WHTIHI UE E 2007 IFlld®MHDA 3 UHIIIDHNG 00DIE FOR A UIHIIp ME BIEDGMID G U,9T 07 05 MIP'H. PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES BLDG. WIDTH 6'-0" NUMBER OF PADS BY LENGTH UNDER EACH SKID ( MAX SPACING 6-0" 0. C. ) 6'-0" 8'-0" 10'-0" 12'-0" 14-0" 16'-0" _ 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 2 3 3 3 4 4 4 5 5 5 6 28'-0" 6 30'-0" 6 32'-0" 7 34'-0" 7 36'-0" 7 40'-0" 8 8'-0" 2 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 10'-0" . 12'-0" 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 5 5 6 6 6 6 6 6 7 7 7 7 7 7 8 8 14'-0" 2 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 0 v (2) 16" X 4" PAD ®DETAIL SCALE: N.T.S. oc (8" X 16" PAD DETAIL SCALE: N.T.S. 4x6 SKID .. RFF RPr-r-T A-1 F(lR Arll( WOO QPAf lt\V7 CONCRETE NOTE: p I. ANGHOR5 FOR THE BUILDIN6 GORNER5 MUST BE 2'-0" MAX. FROM THE BLOC NIG LAYOUT BUILDING CORNERS. PADS MUST BE LOGATED UNDER ENDS OF SKIDS. SCALE: N.T.S. 2. GONG. PADS SHALL BE SPAGED AT NO GREATER THAN 6-0" O.G. nnoi 6'4" 6'-0" 6'4" 6'-0" 6'-0.. CROSS SECT AMOUNTS IN 5GIN6 LE PADS AND AMOUNTS IN SCHEDULE � SCALE: N.T.S. a a �jj���]7777����v7��vv PIANO �jj�j7�jj7)j'� j'jj�j�(�7jj/�j��j�¶� j7�}j �/v j� �g j� �jjjyj��j'j���]7 �sj�jj� �j F7 j�j7 7j7j� jjf7j�( jj'�j7}��/j'V jj�j� TOM �[]7jj�j�97� �7j�j�V }�yj"j}� (�V 7j� �jj� 7� (� �, �'(¶pj7j7 a MIME E .1C 1S A O VV 1Cd1N1E 11l/lfal�ll�lII1V 1Cl D N ACCOIRIDA CIE �i�Y 11 TIE ll H19 LSO® 1/ 1C ILDIR 1DA R l� 1111d11L111V BUT (C011l IE 1C OM A 'T.LC11.1i�11Cd1P1 [�71Cd\isO D G lL1 E 11 ®1P 05 1V1.11r H. FLOOR IS 5/4" T. � 6. OR OPTIONAL 5/8 PLYWOOD FLOOR 15 3/4" T. 8 6. OR OPTIONAL 5/8 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. DECKING ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED WITH PANELS. ARE CONSTRUCTED WITH 1-5/4" POLYURETHANE COVERED BOTH 51DES 3/4" x5" LA6 SCREW ` < 1-5/4" POLYURETHANE COVERED BOTH SIDES STYLEGRE5T DOUBLE WITH 26 OR 24 6A METAL - WITH 26 OR 24 6A METAL TENSION HEAD (486000) FASTENED W 5/8" x 6" RED HEAD 4" x 4" xl-I/4" CLIP EXPANSION BOLT REFERENCE ANGLE. SEE CHART GHAT ON SHEET A-1 2x6 S.Y.P. #2 FOR MIN. NUMBER OF ANCHORS ..:., ;...: ...•:,... ..:..:..�......:•.::..:•., OF ANCHORING PLANS P.T. FLOOR JO T IS S 2x6 S.Y.P. #2 91. P.T. FLOOR JOISTS FINISH GRADE FINISH GRADE EXI5TIN6 GONG. SLAB TO BE 1-1/4 x 20 6A 6ALV. 1/2" x 6" EXP. BOLT CONSTRUCTED BY THE PROPERTY STRAP RUN FROM OWNER IN AGGORDANGE WITH EXISTING GONG. SLAB TO BE ANCHOR ACROSS BOTTOM SECTION 1805.2 WITH (2) #5 REBAR CONSTRUCTED BY THE PROPERTY OF FLOOR J015T OWNER IN AGGORDANGE WITH SECTION 1805.2 WITH (2) #5 REBAR SHED BOLTED DIRECTLY IN CONCRETE SLAB ®ANCHORING ®ETAIL SCALE: N.T.S. STYLEGRE5T DOUBLE TENSION HEAD (486000) FASTENED W 5/8" x 6" RED HEAD EXPANSION BOLT REFERENCE GHAT ON SHEET A-1 OF ANCHORING PLANS FINISH 6RADE FLOOR 15 5/4" T. d 6. OR OPTIONAL 5/8 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED WITH 1-3/4" POLYURETHANE COVERED BOTH SIDES WITH 26 OR 24 6A METAL 2x6 5.Y.P. #2 P.T. FLOOR JOISTS 1-1/4 x 20 6A 6ALV. STRAP RUN FROM EXISTIN6 GONG. SLAB T7BE-7 ANCHOR AGRO55 BOTTOM GONSTRUGTED BY THE PROPERTY OF FLOOR J015T OWNER IN ACCORDANCE WITH SECTION 1805.2 WITH (2) #5 REBAR STRAP TO ANCHOR IN CONCRETE SLAB ANCHL")R1N' DE T AIL SCALE: N.T.S. m STRAP TO ANCHOR IN CONCRETE SLAB AIVCHORINUG DETAIL FLOOR 15 3/4" T. $ 6. OR OPTIONAL 5/8 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED WITH 1-5/4" POLYURETHANE COVERED BOTH SIDES WITH 26 OR 24 6A METAL . �- 1-1/4 x 20 6A 6ALV. STRAP RUN FROM EXISTING GONG. SLAB TO BE ANCHOR AGRO55 BOTTOM CONSTRUCTED BY THE PROPERTY OF FLOOR J015T OWNER IN AGGORDANGE WITH SECTION 005.2 WITH (2) #5 REBAR STRAP TO ANCHOR IN CONCRETE SLAB ®AI�N'CHORIN(3` 'L`)ETAIL SCALE: N.T.S. 7P1HIIME TIIdANO WIEl3IE DIESUGNED IIm ACCORDANCE WIIUH UIHI7, 2007 IFII GIRMA ]BUHIIdImI NG COHDIE TOR A MIRIElE SECOND GUS r 07 05 MTIHI. � P 1 STYLEGREST DOUBLE TENSION HEAD (486000) FASTENED N 5/4" x 5" LONG 1-1/4 x 20 GA 6ALV. STRAP RUN FROM ANCHOR ACROSS BOTTOM OF FLOOR JOIST MHP-205 EYE ANCHOR BY TIE DONN ENGINEERING MODEL # MTE-48 5/8" 6 x 36" TO 48" L6. STEEL ROD 6" HELIX N/2 PITCH TYP. DETAIL FINISH GRADE FLOOR 15 5/4" T. 8 6. OR OPTIONAL 5/8 PLYWOOD DECKING ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED KITH 1-5/4" POLYURETHANE COVERED BOTH SIDES KITH 26 OR 24 6A METAL 2x6 5.Y.P. #2 P.T. FLOOR JOISTS STRAP TO ANCHOR PLACED AT 450 ON GRADE ® GROUND ANCHORING" DETAIL SCALE: N.T.S. 1-1/4 x 20 6A 6ALV. STRAP RUN FROM ANCHOR ACROSS BOTTOM OF FLOOR J015T 5/8" of x 56" TO 48" L6. STEEL ROD 6" HELIX W/2 PITCH TY�. DETAIL FINISH GRADE 5TYLEGRE5T DOUBLE TENSION HEAD (486000) FASTENED N 3/4" x 5" LON6 LA6 SGREN ------- \ FIN15H GRADE MHP-205 EYE ANCHOR BY TIE DONN ENGINEERING MODEL # MTE-48 FLOOR 15 3/4" T. $ 5. OR OPTIONAL 5/8 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. PANELS. ARE GONSTRUGTED WITH 1-5/4" POLYURETHANE COVERED BOTH 51DE5 KITH 26 OR 24 GA METAL 2x6 S.Y.P. #2 P.T. FLOOR JOISTS FLOOR 15 5/4" T. 8 6. OR OPTIONAL 5/8 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED KITH 1-5/4" POLYURETHANE COVERED BOTH 51DES WITH 26 OR 24 6A METAL 2x6 5.Y.P. #2 P.T. FLOOR JOISTS STRAP TO ANCHOR ON GRADE GROUND ANCHORING DETAIL SCALE: N.T.S. STYLECREST DOUBLE TEN51ON HEAD (486000) FASTENED N 3/4" x 5" LON6 LAC; SGREN FINISH GRADE FLOOR IS 5/4" T. 8 G. OR OPTIONAL 5/5 PLYWOOD DEGKIN6 ON 22" x 64" PAINTED PANELS. PANELS. ARE CONSTRUCTED KITH 1-5/4" POLYURETHANE COVERED BOTH SIDES WITH 26 OR 24 6A METAL 2x6 5.Y.P. #2 P.T. FLOOR JOISTS �I l-1 I F-1 I 1 -I I I=I I I -I ���-�51 III-III-III-III=�tti=- AD OR(2)I6�GX4"x4' ICI III III III ICI II III III III III III �I III IIII�I I� I -I I I -I I=I I I -I I I -I 11-1 11_l 11_l MIN. GONG. PAD 2500 PSI -� -� -� 1-I I I -I I I I I -I I I -I I I -I I I -I 1 I -III 11 I -I I I -I I I -I 1I- I I -I I I -I I I=I -I � I-III-III-III-III-III-III-� I I -I I I- I SEE NOTE: 2 (A-6) I I -III -III- -I III I= i i i-i i i=i i i-i i i-i i i i i=i i i=i i i-i i -I � -III-III-III-I I I -I I I -I I I -I I M I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I I=1 I MHP-205 EYE ANCHOR BY TIE DONN I I -I I I IIi II -III 16" x 8" x 4"TICK _ PAD OR (2) 16 X 4' x 4' III I ENGINEERING ii iii i i i i i MIN. GONG. PAD 2500 PSI SEE NOTE: 2 (A-6) STRAP TO ANCHOR MODEL # MTE-48 PLACED AT 450 W/ CONC. PAD 2 GROUND ANCHORING O -DETAIL ® STRAP TO ANCHOR W/ CONC. PAD GROUND ANCHORING DETAIL SCALE: N.T.S. SCALE: N.T.S. 'fHIESIE IPIi�AH5 WIEIP3IE By 5IIGN]ZD EST ACCCCORIDA NCCEE WUf HI ME 2007 EFIL®RUDA MILDUNG CCODEE TOR A THREE, SECOND GUaiP ®IF Il55 MIpIHT.