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RC-16-1488 emit+ C46- $i-14 Os+jO s i, Miami Shores Village a E?ef<i3f>rTY 041 G nstrucllon 10050 N.E.2nd Avenue NW �r141 •°•• Miami Shores,FL 33138-0000 �� rtft5 ttra PRd Phone: (305)795-2204 �� toxtvi� Ex iration: 12/0 /2016 33 l� tf16 p Project Address Parcel Number Applicant 340 NW 112 Terrace 1121360010240 EMMA MUNIZ Miami Shores, FL Block: Lot: Owner Information Address Phone Cell EMMA MUNIZ 340 NW 112 TERR MIAMI FL 33168-3300 Contractor(s) Phone Cell Phone LValuation: $ 400.00 HOME OWNER q Feet: 120 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type of Construction:BLOCK LEVEL AND ANCHOR INST Occupancy: Review Building Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info: Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RC-5-16-59974 DBPR Fee $2.00 05/31/2016 Credit Card $50.00 $69.60 DCA Fee $2.00 Education Surcharge $0.20 06/06/2016 Credit Card $69.60 $0.00 Notary Fee $5.00 Permit Fee $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $119.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requirAADAVIT: TRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNI fy at all t going information is accurate and that all work will be done in compliance with all applicable laws regulating constrrm I awtheri the above-named contractor to do the work stated. June 06, 2016 Authorized Signature:Owner / pplicant / Contractor / Agent Date Building Department Copy June 06,2016 1 Miami Shores Village r I1AY 3 12016Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 s INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 201q BUILDING Master Permit No. -QC 1(0— (q g PER IT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSIONENEWAL ❑PLUMBING [__j MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP N J CONTRACTOR DRAWINGS JOB ADD �'" RESS: 4o City: Miami Shores County: Miami Dade Zip -1k,� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Constructio n Type: g�/� Flood Zone: Qo�4&—A-/BFE: FFE: OWNER:Name(Fee Simple Titleholder): r l ll� - 1 ► 1 U,�18Z �'C�CJ�f Address:540112A la"a / City: © State: Zip: .531/O Tenant/Lessee Name: Phone#: Email: t ,— CONTRACTOR:Company Name: I-�ol�C� oC o6z Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: fV Type of Work: ❑ ition ❑ Altera ion New Repair Rep a e ❑ Demolition Description of Work- 10Y02 or • d o 01 ze Specify color of color thru tile: TC 164 26 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 69 . 60 (Revised02/24/2014) f 9 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. Signature Y V ' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this :3k day of MA`i' 20 1 �O by day of 20 by n 1� -F_(VVt MSA t t ,who is personally known to who is personally known to me or who has produced c L TO�y�.,te-- UQ)F asK me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: Sign: Sign: Print:'' `�� (, � Print: s� Seal: L otary r'ublic State of Florida Seal: india Alvarez y Commission FF 156750 xpires 0910312018 `l APPROVED BY 4 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�!Os Miami Shores Village son "M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 �o OWNER BUILDER DISCLOSURE STATEMENT NAME6�1'UK a, f rl U�ll� DATE: 6.31. 14 ADDRESS: �LJ 11�� � � �{°K-9 3 1' ► F133, 1 ,549 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the 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 supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act s my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits aid contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lea ,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the constructio Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise perscIns working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law an y county or municipal ordinance. Initial d 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builderan am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.i understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulatio Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/*lndex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsi le for a proposed construction activity at the following address: Initial 12. [agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of&Information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this --:?I day of (`M,a,"7 , 20 ( (o By EmMP, ND N(1ho was personally known tome or who has Prod ced there License or as identification. t0°o® Notary Puhlic State of Florida OWNER NOTARY a° `: SindlaAlvawz c cQ 4y Commission FF 156750 of�op� Expires 091031201 S , 50131 q%4 NOTE: ALL SHEET MIDST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S.Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474• (786)315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PRO/CESS NUMBER HERE LL F Job Address,'7 1 7Ue�. D� Z Contractor No: f CLu Folio 11" 1 136—001�Z d U Q Last four(4)digits of Qualifier No. a G Lot Block 1 Contractor Name 000 Subdivision pBpg C 1-0 Qualifier Name Address Metes and bounds City State_Zip [ ] New Construction on [ ] Demolish Vacant Land [ ] Shell Only Current use of property. LL W [ ] Alteration Interior [ ] Addition Attached w 2 [ Alteration Exterior [ ] Addition Detached Description of Work �6 Luo [ ] Relocation of Structure [ ] Re-Roof g [ ] Enclosure [ ] Foundation Only Sq. Ft. (Z® U [ ] Repair [ ] Tent UnitRepair Floors [ ] Repair Due to Fire Value of Work 6 s [ MBLD* v7 [ ] Chg.Contractor W Owner d L I? l_ u t i U i Z W Category 02 F [ ] Re-Issue Addm 1120 [ ] MELE [ ] Re-Stamp N City 8 State Zip 2 M 2 �-75J Cr. [ ] MLPG [ ] Revision W Phone a [ ] MMEC �, [ ] Not Applicable for Last four(4)digits of ��q [ ] FIRE °C Fire o Owner's Social SecurityNo. o Name r nt4 Nl-,� Owner oa. Address ti �. u z Address c City n�U D !I zStat Zip 331 Z City State_Zip n a Phone�65 -7 5 J�-3q� W Phone Z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$209 for the first hour g¢ and$71.50 per each additional hour in addition to the review fees. Minimum charge one-hour darn a'w 1-Request: Date: wM¢E 2"d Request: Date: 31d Request: Date: I am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. a Additional review fees may apply. go o 1 st Request: Date: o2nd Request: Date: 9 Ir LU 3'd Request: Date: 123_01-192 4/14 CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING—COMMERCIAL MBLD 02 SUB—GENERAL BUILDING—RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS(SURFACE PAVING) WILD 86 TRAILER TIE DOWN MBLD 88 WALK—IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES&SHAKE) MELD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE PLUMBING 0024 INTERCEPTOR/GREASE TRAPS(REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE a ki Y 4 k 3yd •, t 4't�- ,�'t i, �,...i , a s i � �� iw {',_a1�.;� � b:.. el' '., eNe yr egS.(s�.th 4+x,..,,ar s; ¢ � pp, r...r`s 5r• .}` J °w m'+F.0 {{fts• Y "C �? " i.Y a,•q u - £ z ::.Y f: r :'n', 6 EE 4 r+`�va� IrS�n Ki, S g9�'., f . 'i # V +K y� 6, c'+j "a• ..,'m k7e`.,.N'y� PY: �'' OMNI�#s! - �# s -fix A-- -M .r_i,- anA`t, y� 6t•i-�N e R .etir.d e 6., 1 "U a� -1:' � 8�k ^,7q. 1�:`�:�a-� �:;?''p 5 �bz,�L�'1;''�'+�r,�-t"�" "�"r-,���'t{�{,,•3!: '��",� .Y �". ,"r����.e'c.�tptt.. u u °�tr:�:�i. +a ��° sa``,. �,s 1' Six a;,���' .,,5��' ,�' a*4a'aaa,',u, ...x, ,ka:!.?k. , 'y : ..� u" `.',t m., .;,i' '', I: ,,-.:,j a �,�,� 'u4t.,'' fi l ar'n..E`;a;d,B•kX.. 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S'. r t y,�yr'�.t5�4',+��ip';a � �sp •`�'�. `,fit t. -., -45R 1g',.a, ,nt.- fy't`•'s , t�� ';' z ,. t}' z;, �.�€" t�i.'�`�,3�'� aic . ,...•. vim; "F�{�'"'�,✓ ,R_,i A (.d{r�3 , > � r, +•Y')i r: ..i� ''�F',P. .`y"��i!�w;n �'.Fs I:nJ��a,'?�t�t.}a�r fi�yF»,�t'.'aEk'���'#k�`�'�#-fYri!trAr,r.v��.f5�J';i`a�"�r pJx OF,; T 10, Ali r,S �6k 120 d .;^.f�€ "s'"'b 'Y i `5 ._ :�`t9 w zv..`2r�'�- t {�,,�V� �x��y� :'�i„•�. 1: �, rs'5 Fe h" �,�i. ._ yji .�� "�'- t rr tw r;:1rr' kl:�R y. x°5.,r' 'S?`'�•d ' g �, � dr. „Er•E[7` ���'#+'�' S 4;az .,y P f. ,� 1h� '�,,"N ,r},��, a'° a• ,�y ,�af'.� �;'§ MINN rNN R „ " ��'w,v,x<:+ryq,;fr€C.xr��#!itr�..�� t��Y,�-a,.l3 t �"�f".r...d�.r5'r�7K,i�R^orE'�1c',;...,eS,,�,i-3x.�.r�ti,#�c.nyx§�,3..,"W•��'!�_�:''�'' „�1S ry_,��-�T;z',.,�;��Y�ur. �p+;>....��z_.:. ,t...J<�v,,!-'�•:,x:�:utC'ka`:.q4�Ya,�'y^,x�.E.�r.��.�_4,'1��z�"'tJ'i�'r.<��.£•�a':u:yc3?-rh;=.aC}a'}K,zryamt,"„''xa��',�t•��r 'gt�rw�'A f£ni�.r�aF'> 1=111 1 � ' ,.F'.�":'2�..'. ;x�s.N.�.R Did . > SS Kul . #�c$� ttof 3anuary 28,2014 Robert Moore Lark Builders,IM P.O.Drawer 529 vldalta,GA 30475 / RE:Manufacturer Ce<Ulfica tion.ID MFr--114;Expiration Date:October 21,2016 l " Dear Robert Moore It is my pleasure to Worm you that lark Builders,Dr ,located at 409 DIXON STREET,P O DRAWER 629,VIDI0.lSA,GA 30475r i>as been approved uhderthe Mdriufactiired Bruldings Program, as provided fpr under Chapter 553,Part I, Florida StWafts,to manufacture Factory Built Schools, storage Ste,Manufactured Buildings for installation in Florida. Construction or modtfication on a manufactured building cannot begin until the Third Party Agency has approved the pians in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quaiih+•plans review and inspections. Each Code Change will make your plans obsolete until they have been reviewed,approved and Indicated[on the cove•page of the plans]Por compliance with the Code by your Third Party Agency for glans review.Please ensure that yore'Plans are in compliance and are properly Posted on our website.All sit e-mlated installation issues are suWct to the local authority having jurisdiction. The Department's contractor wilt make unannounced monitoring visits at least once each year. You must grant complete access to your mangy fac ty and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIs(w+�.tkidabuiadtnn 0ra)for oniine renewal.If you have questloihs you may contact Robert Lorenzo at 8SO-717-1835 or our FAX at SS0::414-8436. Please visit our website at urww to see valuable information on the Florida Manufactured Buildings Program.A copy Of this letter must accompany applications for torsi building permits. sincerely, Robert Lorenzo Mantdf ictured Buildings Program cc:Professional Service Industries 1 •Ji fn I I iV vrZL LV I J-tJQ +l it •' ••• Approval Stamps:--- -175C - Metal Lapsider Box Eave Shed*:M. .a" .4 !§fe6*6r Flan .... GENERAL NOTE5: Lark Builders DE51GN VARAMETER5: (HIP-GABLE ROOF) [WIND: 1G9 PZR'AV ••-7-I C6:SEMIC DE51GN PER AI5C 341-051 I . THIS STRUCTURE WAS DE51GNED IN ACCORDANCE WITH THE 2009 • IBC BWI BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I . ND VELOCITY''.' ••. 175mph (Exp.C) LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. 2. WIND IMPORTANCE FACTOR: 1 .0 2 ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE\MTN THE 3. WINDV_XI?O65UI9E: ..ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE V I d a I I a GA 30474 4. NT.PREt&F9E rQEl:FGIfN4_: •0.18 -_ 'C (I 75mph) TIME OF MANUFACTURE. 5. ENCz1O5CIRk CLA_-VCI(�kTION:-ENCLOSED 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTSANb ELAt7DIf : DIMENSION. -ROOF LOAD (ZONE#0: +27.4/-56.0 P5F 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD (ZONE #2): +27.4/-78.9 PSF BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD (ZONE #3): +27.4/-124.G PSF 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 ' Cover - General & Design Notes -WALL LOAD (ZONE#4): +59.5/-65.2 P5F S1.1 Electrical & General Floor Plan -WALL LOAD (ZONE #5): +60.6J-76.6 P5F FLOOR JOISTS- 2x4 5.Y.P.#2-(12-1 5% M015TURE CONTENT) -WALL LOAD (ZONE #405): +60.0/-70.9 PSF 2x6 5.Y.P.#2-(1 2-15% MOISTURE CONTENT) 1 S1.2 I Skids & Floor Framing Plan 2x8 5.Y.P.#2-(1 2-15% MOISTURE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 P5F G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: $1.3 _ Skid and Floor Framing Details 8. FLOOR DE51GN DEAD LOAD: 12 P5Fr �-- SKIDS, FLOOR JOISTS AND 3/4"T*G FLOOR SHEATHING S11.41 Roof Framing $ Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F 7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F. --- 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details 1 1 . WALL DESIGN LOAD: 8 P5F 5UBJECT TO LOCAL JURISDICTION APPROVAL. SIX End Wall Frame Options 12. COMBINATION LOADS: AS PER A5CE 7-10 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM 13. SEISMIC USE GROUP: B YIELD STRENGTH. 14. BUILDING CATEGORY: I 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE Information 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: 16. CONSTRUCTION TYPE: V B ° TuBuildOn ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: Iiaei6io' ' 1 1 . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22• DOOR SHALL BE 2 1/4"x I I/I G" ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE REWEIN STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DESIGN OVERHANG: 8 INCH Professional Service Industries 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 FLORIDA 174833rd Street UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Orlando,Florida 32839 1 507.2.8 OF THE F.B.C. 2010 GARAGE DOORS, 60"x 72"ALUMINUM DOOR, 32" AND 21 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE Pian 518504r:William E.Neary,111 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, icc#O0406 o 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE FOLLOWING CODES: La#uooaos LOCAL CODES AND THIS IS NOT A FOUNDATION DESIGN. SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FBC, 5th Edition FL SMI-79,SMP-61 14. BUILDING 15 CLASSIFIED AS TYPE "5" (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC 15. ALUMINUM WINDOWS -TYPE, SIZE, QUANTITY, AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE VARY. 25. MAXIMUM WALL HEIGHT TO BE 6-0" 2014 Florida Fire Prevention Code Haney Associates,Inc. 16. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED Certificate of Authorization FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27124 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27. ALL BUILDINGS (EXCEPT TH05E IN USE A5 AN ACCESSORY CODE IN ACCORDANCE WITH 101 .5.2 ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER FIELD PERFORMANCE CONDITIONS. 4005ci.ft.) MUST HAVE ATLEA5T (1) 32"x80" (MIN.) DOOR. 51TE INSTALLED ITEMS: ��``GK. R. r�r� 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3%2" METAL I . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24" O.C. 2. RAMPS, 5TAIR5 AND GENERAL ACCESS TO THE BUILDING. Q, '•�-c\�CjEaN 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE No, 64558•.•••• ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I-I I BUILDING. SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARD[ BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 ANDoe STEEL 51DING AND "PLEKO"STUCCO ON 5/8" DENSE GLASS GOLD R3 18.6 STATE AND POLYCARBONATE GREENHOUSE PANELS �O ' NOTE: THIS LI5T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ,n•, i 2 I . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE �P%- 40RVDP" WITHOUT THE USE OF A KEY. INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL �isS/O JURISDICTION APPROVAL. /, NAL%%��. These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: 1Project3EN2 No. Sheet Number: ---=-=- 2014 FBC, 5th Edition Lark Builders O.R.H. M 65d1 5� Haney Associates, Inc. 2011 NEC ' 0 ---__- Engineering 8:: Construction Planning 2014 Florida Fire Prevention Code 409 Dixon StreetSim P.O.Boz 348,Six Mlle,s.c.29682-Phone:864-646-7600 Checked By: Date: For Wind Speed 175 mph, Exposure C Vidalia, GA 30474 C.L.A. 05/20/13 1 of 7 •• •• •• •• Approval Stamps: ELECTRICAL NOTE5: 0 see ;•; ; • ; ; _ __-- I , WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING, IT 5HALL BE THE RE5PON5113IUTY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL ••• ••• • • HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE 0• • ' ' •' NATIONAL ELECTRIC CODE LATEST EDITION. ••• • .:. 0.• 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 50LID COPPER IN5ULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION •' .32" MW•, GO" MAX. WIDTH 24" •• :6Y 6;8" HEIGHT DOOR, DISTRIBUTION PANEL. AND QUANTITY MAY VARY 5' MAX. MAX. ' • . :LOCA�ON MAY VARY. 4. EQUIPMENT GROUND BAR IN MAIN D15TRI13UTION PANEL 15 TO BE AND ARE OPTIONAL. '• • • • • . ... •• GROUNDED TO MINIMUM 10'-0" COPPER CLAD EARTH DRIVEN ROD I I WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. = 5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL _V2" METAL STUDS ELECTRICAL CODE (NEC), LIFE 5AFETY CODE (NEPA 10 1), LATESTSPACED AT 24" EDITIONS. ;3O.C. MAX. 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE55115LE crs P.T. 3/4"T*G as D15CONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCHFLOOR SHEATHING o �J1 L WITH A MARKED "OFF" POSITION THAT IS PART OF THE HVAC `' SEE VARIOUS ENDSEE VARIOUS END WALL jvV PIT a- —' WALL FRAMING ' EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS O - FRAMING 5ECTION5 FOR ONLY WHERE OTHER D15CONNECTING MEANS ARE AL50 PROVIDED BY CD j, SECTIONS FOR WALL WALL AND DOOR FRAMING. : A READILY ACCE551BLE CIRCUIT BREAKER. AND WINDOW FRAMING. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING aU RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. � �a Inf uiLd n 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING �°.TnBuilciOn (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, J $R$ GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, CODE REVIEW Professional Service Industries SUBJECT TO LOCAL JURISDICTION APPROVAL. ; 1748 33rd Street 10. ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE #12 AWG THHN AND OPTIONAL ELECTRIC TO WP —32" MIN., GO" MAX. WIDTH Orlando,Florida 32839 WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G'-8" HEIGHT DOOR, Pian Reviewer:4Mlliam E.Neary,III 70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. Icc#5185040 L4#000406 1 1 . ALL ELECTRICAL OUTLETS 5HALL BE GFCI IN ACCORDANCE WITH EXISTING POWER FL SMI-79,SMP-51 ARTICLE 12 10.8(A)(2) NEC-08, 50URCE TO UNIT 50-0" MAXIMUM BUILDING LENGTH - Electrical Symbol Key qr Haney Associates,Inc. Certificate of Authorization NOTES: No.27124 GFCI Duplex Receptacle 120V 10 .ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. - Incandescent Light w/ (1)-60w Bulb IR Typical floor Plan '_F. GEN Junction Box aL . % lo58 ; kb $ Switch (�� I�,1�_. WP Weatherproof �, STATE of ' � , $R Switch w/ Receptacle Outlet 120v 10 ''�S/ONAL �rriiilltt�� These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number: _--_-_- I�diley ASSOClatCS� Inc. 2011 NEC2014 , 5th Edition O.R.H. 13EN22 5 c Lark Builders M1b5d17 - -_ Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S 1 • rt-- Checked By: Date: P.O.Box aas,sr:,rtue,S.C.z�68z-rn.n�:e6a-bas�60o For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 2 of 7 i 'JI I`1f 1- 1\V Vi11, LV I .J—Vl1—L..l •• •• •• •. • Approval Stamps: SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE 5Ch*EDUCEfbRJO1-4 51 .:, ------- -- - ------- 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) go: 09 • .. Width) Joist Sizeispacing _', A B Width; Joist Size&Spacing A B • ' ' •q '• ••• i _ "A" ••• � nLJn••• •�• � • ; nAn 010 ••• 6'- " ii2x4's @ 16" O.C., Max. 15" 42" 6'-0" ! 2x4's @ 16" O.C., Max. 12" 24" I 8,-0" I 2x6's @ 16" O.C., Max. ! 18" 60" 8'-0" 2x6's @ 16" O.C., Max. ! 16" ' 32" •" : ;•• ;•• .. 10'-0" i 2x6's @ 16" O.C., Max. 24" 72" 10'-0" 2x6`s @ 16" O.C., Max. 20" 40" 5EE 5CHEWLl±Fp •J' 'T-S�1zE '. 11 -0 2x6's @ 16 O.C., Max. 2411184" 11--0- 1 2x6's @ 16 O.C., Max. 22 44 11'-8" 2x6's @ 16" O.C., Max. �i 8 84" 11'-8" 1 2x6's @ 16" O.C., Max. 24" ? 46" " u 13'-0" ! 2x8's @ 16" O.C., Max. 36" 84" 131-011 ! W's @ 16" O.C., Max. j 26" i 52" A n eu uB A 13'-8" W's @ 16" O.C., Max. 40" 84" rl3'-8" W's @ 16" O.C., Max. 28" j 56" NOTE5: 2 t K •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 5ET FORTH >��l1 t VAG UNDER FBC 2304.9. 1 AND TABLE 2304.9.1 UNLE55 OTHERWISE 5PECIFIED. •ALL SKIDS ARE P.T.-4xG 5.Y.P. #2 OR(2)-P.T.-2xG S.Y.P. #2 - •G-0" WIDE UNIT5 MAY U5E 2x4 S.Y.P. #3 JOISTS AppR •ALL JOISTS ARE TO BE P.T.-5.Y.P. #2 P.T. 51DE RAIL TO MATCHP.T. 51DE RAIL TO MAT J015T 51ZE, SEE FRAMING J015T 51ZE, SEE FRAMI G SCHEDULE FOR 51ZE5. SCHEDULE FOR SIZES. Q Q �i Infornuition To Build On CODE REVIEW Professional Service Industries to 1748 33rd Street SEE SCHEDULE FOR J015T 51ZE Orlando,Florida 32839 Plan Reviewer:William E.Neary,III 5EE 5CHEDULE FOR J015T 51ZE [CC#5185040 LA#000406 FL SMI-79,SMP-51 t17 2 I . Haney Associates,Inc. Certificate of Authorization No.27124 q. P.T.-P.T. S.Y.P. #2 or " " 3 P.T.-4xG 5.Y.P. #2 or " " Q' • va ala 3 4-O or G'-O 4-O or 6-O O ;' I . OF (2)-P.T.-2xG 5.Y.P. #2 5KID5 Optional Porch 1 • (2)-P.T.-2xG 5.Y.P. ;F2 5KID5 Optional Porch No. 6458 ' =*; ;*= 50'-O" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM BUILDING LENGTH Ir Ir STATE OF ' S' ' :r[ORIDP:•' �_: Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan •, s ''•••••'•'' 5CALE: 1/4"= I'-0" 5CALE: 1/4"=P-0" ' rri I�NAL4 These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number: ----- - Haney Associates I 2014 FBC, 5th Edition O.R.H. � nc. 2011 NEC Lark Builders ,M165d175c Engineering 8c Construction Planning2014 FlS11 orida Fire Prevention CodeDate: P.O.Boa 348,Sia Mile,S.C.296U-Phone:864646-7600 409 Dixon Street Checked B y For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 3 of 7 • ••• % ••• Approval Stamps: 0 0 e•e • °: 20 a.:AETALWALLSTUDS __-- • •SEE PLAR IM FOR SPACING SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG S.Y.P. ; 3f'.- 2Q�P. If AL SOLE PLATE, FOR J015T SIZE #2 OR(2)-P.T.-2xG S.Y.P. #2 ; ; GONTTNOV5 W/.5/1 G"x4" LAGS _ ATTACH EACH STUD TO SOLE e•• G" ©'G"•fyhax' PLATE WITH (2) #I 0 SELF P.T. 3/4"T*G FLOOR DRILLING GRABBER SCREWS ZW641'"NPO • (1) INTO EACH FLANGE. • ;•; ; • e :0 0. • • • •• ee 5ENCO K28 (OR EQUAL) OTCH 5KID5 1,V2"x 12" I NAILS AT 12" O.C., ROWS FOR EACH FLOOR J015T SHALL BE 1 .5" FROM EDGE, — — ' ——— —— —— — ——- STAGGER ROWS G" FOR (2)-P.T.-S.Y.P.-2xG'5 5KID5, 2x BLOCKING BETWEEN START PATTERN WITHIN G" SKIDS, FASTEN TO END OF EACH END OF SKID 2x4 BLOCKING BETWEEN J015T W/(3)-0. 1 20"x3" SKIDS, FASTEN W/ ___ _ -- _ _ _ — — --—_ ----EACH NAILS AT 12" O.C. EACH (2)-0. 120"x3" NAILS AT SIDE, STAGGERED. 12" O.C., STAGGERED. I SKID$FLOOR FRAMING DETAIL 2 END JOIST FRAMING DETAIL �V\Ldy I . 5CALE:3/4'=1'-0' I . 5CALE: 1.5•=I'-O' i I I Inform adon .To Build On SKIDS MAY BE P.T.-4xG S.Y.P. #2 OR(2)-P.T.-2xG 5.Y.P. #2 CODE REVIEW 0 ° Professional Service Industries ° 1748 33rd Street • • Orlando,Florida 32839 2" LAP SPLICE FASTENED Plan Reviewer:William E.Neary,III W/(G)-5/1 Wx4" LAGS ICC#5185040 P.T.-4xG 5.Y.P. (OUTER FACE), (3)-5/1 G"x4" LA#uooaos #2 5KID5 LAGS (INNER FACE), (9) LAGef i F�sMlas,SMP-51 ATTACH J015T TO SKID WITH SCREWS TOTAL. 5/1 G"x4" LAG SCREW OR (2) Haney Associates,Inc. SIMPSON H-3 (OR EQUAL) AT Certificate of Authorization No.27124 EACH END OF JOIST, SEE 3"xG" SPLICE PLATE ON 3 of FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT, FASTEN (2)-P.T.-2xG EACH PLATE W/(5)-5ENC0 S.Y.P. #2 SKIDS K25 (OR EQUAL) NAILS ��� GK R. /y � NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G"x4" �� ♦ 1 LAG SCREWS [OR(4)-0.131 x4"GUN NAILS] ANDA EACH SIDE. •. ��CEN 51MP50N H-3 [OR EQUAL] AT EACH END OF JOIST. 0:' � ••'•'•.L ' No. 6 558 ' TYPICAL SKID TO 3 JO15T CONNECTION DETAIL 4 TYPICAL SKIP SPLICING DETAIL STATE F I . SGALE:314"=I'O" I . SCALE:3/4°=1'-0• �Oi(�'• :• e ZONAI- �I1/i1111110 These plans were designed in accordance with: dingle Wide Metal Master Plan Designed By: ProjectNo. Sheet Number: -= 2014 FRC, 5th Edition Lark Builders O.R.H. 13EN224- T__ Haney Associates, Inc. 2011 NEC M165d175c Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: S13 P.O.Boz 348,Six Alile,S.C.29682-P6oue:864-U&7600 For Wind 5 eed 165 mph, Exposure D C.L.A. y QS/Z�f 13 p P p Vidalia, GA 30474 4 of 7 I ^JI r1f- I 1\1,/V!'1L LV I .J'llV'LJ • :96e: Approval Stamps: ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTE5: 0 so • • ' "• — --Wall Framing Framing at 24" o.c., Max. .ROOF FRAMING SHALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL 511dM fORJROPFR LOAD T(�AN51`ER AND STRAPPING. •ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1 503 AND R3 18.G : : •' ' •FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCTUR•eCDMPO • AS• 5E1:MR-01 UNDER FBC 2304.9. 1 Width! Rafter and Brace Size and Spacing: AND TABLE 2304.9. I UNLESS OTHERWISE SPECIFIED. N ••• ' •RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR"VAULTED"STYLE WITH A MAXIMUM GABLE END OF 30-0" AND 51DE 6'-0" ASIS SSMA S 35OS162-54 @ 24" O.C. Max. WALL5 THAT VARY 0-0"TO 13'-8"OR THE LONG DIRECTION "STANDARD"W10faHLE♦EWCV111 T•v�W G'-0"TO 13'-8"WITH A 81-0" ASIS SSMA-S 350S162-54 @ 24" O.C. Max. MAXIMUM SIDE WALL LENGTH OF 50'-0". e • so *ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10•rG>»I:TW I':%qH�Ap�C�w5 WITH #3 DRILL POINT � 10'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G" O.C. 11'-0" ASIS SSMA-S 350S162-54 @ 24" O.C. Max. -1 V-8" ' ASIS SSMA-S 350S162-54 @ 24" O.C. Max. 13'-0" ; ASIS SSMA-S 350S162-54 @ 24" O.C. Max. 13'-8" ; ASIS SSMA-S 350S162-54 @ 24" O.C. Max.---I 0 P'C� Inforntation TvBulld On CODE REVIEW Professional Service industries 1748 33M Street o Orlando,Florida 32839 " 5tandard Ridge CIan Reviewer:C 6185040 William E.Neary,IU 20ga. METAL RAFTER5 AND LA#uo0406 a) BRACING, SPACED AT 24" O.C., MAX. FL SMI-79,SMP-61 LINE UP RAFTER5 TO LAND ON WALL _ _ oC - _ -_____ -_=_-- _____ - _ _ __ ___- --__ 5TUD5 FOR LOAD TRANSFER. BRACING Q _ - --- - —- - - --- ---- -- TO MATCH RAFTER 51ZE AND GRADE, > - — - —=' SPACED AT 24" O.C., Max., A MINIMUM Haney Associates,Inc. OF 4 SECTIONS OF BRACING ARE Certificate of Authorization _ REQUIRED FOR ANY 5PAN5 ABOVE I I'-8" No.27124 ``ttttltlfffrr' R. 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF QQ;••��e6558 �� ' 0 . a •••••. LJI ; No ZI Typical Roof Framing STATE O Plan �0 •,• SCALE: 1/4"= 1'-0" '. t�•' . 40R1V?"--* j?: �,iSts ••. .... •• `� ��f�flllltt\� These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number: • 2014 F8C, 5th Edition Lark Builders O.R.H. MI6 2 24- Haney Associates, Inc. 2011 NEC Engineering 8s Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked B Date: SlA P.O.Boz 348,sizWle,S.C.296M-Phone:864-646-7600 For Wind Speed 165 mph, Exposure D VId811a, GA 30474 C.L.A. y 0Date:3 1 .J I y11 1 I \LJ `J r-'N I_ G V I •J'V kJ 'j • 00 0 0 too • Approval Stamps: • ATTACH ROOF FRAMING TO =' &P FATE OF WALL FRAMING • ' ••- ' -•'_ '•• ATI-f NJILDEX 1 O-1 Gx I TEK5 •:_•_ `' -FCANMriAD 5CREW5 WITH #3 DRILL POINT AT G" O.C. to . . • 5EE ROOF FRAMING • • •• SCHEDULE FOR RAFTER ANF ••. ••; BRACING 51ZE5 AND SPACING 2 1/2"x I/2" CORRUGATED ROOF PANELS FASTENED 3�2"-20ga. METAL COLLAR TIE, 4'-0° 3V2-20ga. METAL STUDS WITH 1/4"-ANI 4 x AST3/4" NEDHWH LONG, ATTACH W/ (2) #10 SELF SPACED AT 24" O.G. MAX. TRAXX/I AT G" O.C. __ DRILLING GRABBER SCREWS EACH SIDE 5EE ROOF FRAMING 3V2"-20ga. METAL 5TUD5 I OVERHANG OPTION DETAI SCHEDULE FOR RAFTERS SPACED AT 24" O.C. MAX. I ' SCALE.3t4°=I'-o° ppRO4'e"Q 3y2"-20ga. METAL BRACE AT ° A Z O SEE ROOF FRAMING 3'-O"A50VE FINISHED FLOOR, `t SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2) REQUIREMENTS #10 SELF DRILLING GRA55ER 1 5CR.EW5, (1) INTO EACH FLANGE Sa b fornuttdon ' oBu00n 0 SEE 51 .2 FOR 5KIDATTACH ROOF FRAMING TO •' '--2 1/2"x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING PANELS (FA5TENED W/#5 x WITH 5UILDEX 10-1 Gx I TEK5 CODE REVIEW AND FLOOR FRAMING Profess/oval Service Industries 1 11/2" WOOD SCREW AT G" PANHEAD SCREWS WITH #3 1748 33rd Street O.C. (OR EQUAL) DRILL POINT AT G" O.C. Orlando,Florida 32839 - = Plan Reviewer:William E.Neary,III ICC#5185040 If VARIES, G'-0" to 13'-8" - LA#000406 of FL SMI-79,SMP-51 Typical Frame 5ectlon SEE ROOF FRAMING Haney Associates,Inc. 5CALE: 114"= P-O" 5CHEDULE FOR RAFTER AND Certificate of Authorization BRACING 51ZES AND SPACING No.27124 ------ %%%% K R. 2"-20 a. METAL STUDS �� .� • ..... • •'9/tj�� • SPACED AT 24" O.C. MAX. i OQ Q:.•'•o\cE /S�rF•••.t� No. 64558 2 OVERHANG OPTION DETAIL STATE OF IQ . 5CALE:3!4°= i � • �'OR10P'•���: j' .• .• .,,ONAL 11111110 These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: ProjectNo. Sheet Number: Haney ASSOCIateS� ftc. 2011 NEC 2014 FBC, 5th Edition O.R.H. 1 165417 - Lark BuildersM165d175c -__-- Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon StreetS1w5 - P.O.Box 348,Sia Me,S.C.29682-Phone:864-646-7600 Checked By: Date: For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 6 of 7 •• •• • .. .: Approval Stamps: 2-1/2'x I/2" CORRUGATED ROOF : : ; . • ________ _ __ ______. PANELS FASTENED WITH 1/4"-14 x ' '•' 3/4" HWH TRAXX/I AT G"O.C. • • • • 3112" - 20ga. METAL BRACING, I DS W : : ;•• ATTACH EACH END TO STU / • • • " METAL BRACE AT 3'-O" • • + Wiz' METAL BRACE AT (2) #1 O SELF DRILLING GRABBER ABOVE FINISHED FLOOR, ABOVE FINISHED FLOOR, ATTACH TO EACH STUD SCREWS, (I) INTO EACH FLANGE ATTACH TO EACH STUD WI (2) #10 SELF DRILLING (NOTE THAT TH15 BRACING IS I W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) I REQUIRED ON 51DE WALL5 A5 WELL GRABBER SCREWS, (1) INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)) INTO EACH FLANGE 0 0 1 v 5EE 51 .2 FOR SKID AND FLOOR VARIES, G'-O" to 13'-8" FRAMINGVARIES, G'-0" to 13'-8" G End Wall Framing Option End Wall Framinq Option Imo" r SCALE: 1/4"= P-O" SCALE: 1/4"= P-0" VOPENING O TO BEFRAMED SIMSA LAR OTF�IE OSEPQPF` SHOWN HERE FOR ENDWALL5 '';� In,fornuifion II�'.Ps ToBui&10n 2-1/2"x 1/2" CORRUGATED ROOF _ PANELS FA5TENED WITH 1/4"-14 x - _ CODE REVIEW _ 3/4" HWH TRAXX/I AT G"O.C. Professional Sery/ce Industries 1748 33rd Street r Orlando,Florida 32839 I Plan Reviewer.William E.Neary,III ICC#5185040 4'-0" LA#1100408 I 8'-O° Max. Max. FL stows,SMP-61 �!/" - 20ga. METAL BRACING, " METAL BRACE AT 3'-O" ATTACH EACH END TO STUDS W/ 1 -- — ---- -- -— (2) #10 5ELF DRILLING GRABBER " 3%2° METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, 5CREW5, (1) INTO EACH FLANGE ABOVE FINI5HED FLOOR, Haney Associates,Inc. ATTACH TO EACH STUD p O ATTACH TO EACH 5TUD Certificate of Authorization W/ (2) #10 SELF DRILLING (NOTE THAT THI5 BRACING 15 W/(2) #10 5ELF DRILLING No.27124 — REQUIRED ON 51DE WALL5 A5 WELL GRABBER SCREWS, (1) GRABBER SCREWS, (I) — INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)) INTO EACH FLANGE ���t \\\ GK R. 1i NOTE THAT THI5 BRACING ��\Q.. . 1ri �15 REQUIRED ON 51DE �Q'.� •�aN�3�••'•�,L� WALLS AS WELL (80TH No. 6 558 5EE 51 .2 FOR SKID AND FLOOR — •;* — VARIES, G'-0" to 13'-S" FRAMING VARIES, G'-O" to 13'-8" SIDES OF EACH CORNER) _ _i '0 STATE O End Wall framing Option End Wall Framing Option - � P..•; -�'•. SCALE: 114"=I -0 SCALE: 1/4 = I O These plans were designed in accordance with: Single Wide Metal Master Plan 'Designed By: Project No. Sheet Number: O.R.H. 13EN224- 2014 FBc, 5th Edition Lark Builders M165d175c -- Haney Associates, Inc. 2011 NECS1m6 = Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street P.O.Bo:318,Six, S.C.29682-Phone:86a-M6-7600 Checked By: Date: For Wind Speed 165 mph, Exposure 0 Vidalia, GA 30474 C.L.A. 05/20/13 7 of 7 • ' :+ .: ':' .'. :. .: •.. CONTlNOUS T 51MF�5N 51PI1=4't A • • • i •i• ANCHORING SCHEDULE Sln le Wide ANCHORING SCHEDULE Sin le Wide OFF015TE 51DE of EQUAL}Qa t 6'O.C.AND Building Buildin Max.Block O Opt. Opt. Building Building Max.Block 0 Opt. Opt. O BUILDING OVER 9 Blacks • p p g g Blocks pt' p p pt. 20ga.x 1-1/4'UPUPT (1) 1/2"x4'A5TM A307 5IMP05N 5PH4(OR SKIDS AND ATTACH Width Length Spacing 1 2 3 4 Width Length Spacing 1 2 3 4 57RAP,RUN OVER GRADE pt IN!}1ltG BOLTi • �� • ••• EQUAL)@ I G'O.C. AND 6'-0" 6'-0" T-6" 4 2 2 2 2 13'-0" 14'-0" 6'-6" 9 3 5 8 7 SKIDS CONTINUOS TO OPPOSITE qHE e�'� •� • Bi.Zx6 (i} I/2°x4'ASTM A307 OBI.2x6 r r " r n r n , n r n ANCHOR HEAD ; ,-�� i �CKING GRADE A(MIN.)LAG BOLT r'(( BLOCKING TO ANCHOR AT • • • 6-0" 8-0 7-6 4 2 2 3 3 13-0 16-0 6-6 9 4 6 9 8 OPP05ITF SIDE OF 5/8°�DIA�THRU BC�tt ••• . UIRED FOR THRU BASE PLATE REQUIRED FOR 61-0° 10'-0" 7'-6" 4 2 2 3 3 13'-0" 18'-0" 6'-6" 10 4 6 10 9 BUILDING. WITH 2"WASHER. (� RU BOLT THRU BOLT 6'-0" 12'-0° 7-6° 4 2 2 4 3 13'-0" 20'-0" 6'-6" 12 4 7 11 10 2i ATTACHMENT. 5!8°DIA.THRU BOLT A5TM A307 GRADE AATTACHMENT. 8'-0" 8'-0" 7-6" 4 2 2 4 3 13'-0' 22'-0" 6=fi" 12 4 7 12 10 (MIN.)QA&U QR_ •• " ' -' WITH 2°WASHER. f . 8'-0" 10'-0" 7=B" 4 2 3 4 4 13'-0" 24'-0° 6'-6" 15 5 8 13 11 ��JI 11—I� • • •Lf;�N7�' :•• •` Ag(M A3o7 GRADE A 8'-0° 12'-0" 7'-6" 6 2 3 5 4 13'-0° 26'-0° 6'-6" 16 5 8 13 12 )I {LI Q 1 I I !1 L�I • E • ' , (MIN.)GALVANIZED - ••' i i '•' _ OR EQUIVALENT + r r " r a i n r n r n4"x8x 16° �tBzB X16°: �r�✓�,T'(., / t 8-0" 14-0 7-6 6 3 3 5 5 13-0 28-0 6-6 17 5 9 14 13 I 1 11-1 CONCRETE BLOCK 5/8'DIAM..x 48° \ BC(7CR 8'-0" 16'-0° 7'-6" 6 3 4 6 5 13'-0" 30'-0" 6'-6" 18 6 10 15 13 —I I{ GROUND ANCHOR - WITH SINGLE G'HEUX ,/%Y� \r�\ \�j 5/8"DIA.X 48° \�� 10'-0" 10'-0" 7=0" 4 2 3 5 5 13'-0" 32'-0" 6'-0" 19 6 10 16 14 _ �. I=1 � /8'pIAM..X 48' (MODEL#59065} \ GROUND ANCHOR 10'-0" 12'-0" 7=0" 6 2 4 6 5 13'-0" 34'-0" 6'-6" 20 6 11 17 15 -1- I I l— GROUND ANCHOR 4r,;;;�� WITH SINGLE 6"HEUX 10'-0" 14'-0" 7'-0" 6 3 4 6 6 13'-0" 36'-0" 61-6" 21 7 11 18 16 = —I Wird SINGLE 61 HELIX (MODEL(MODEL#59065) :/'/ ..___. 10'-0" 18'-0" 7'4" 6 3 5 7 6 13'-0" 38'-0" 61-6" 22 7 12 19 17 (MODEL#59065) 10'0 20'-0" 7*-W —6 4 5 8 8 13'-0" 40'-0" 6'-6" 24 7 12 20 17 Anchor Attachment Option #I Anchor Attachment Option #2 Anchor Attachment Option #2 70'-0" 24'-0° 7-W 10 4 6 10 9 13'-0" 42'-0" 6'-6° 24 8 13 20 18 10'-0° 26'-0" T-0" 10 5 7 10 9 13'-0" 44'-0" 6'-6" 24 8 13 21 19 2x4 STUDS,SEE PLANS 3/1 G'GALVANIZED CABLE TIE DOWN 10'-0" 30'-0" 7'4" 12 5 7 12 10 13'-0" 46'-0" 6'-60 25 8 14 22 20 51MP50N 5PH4 (OR EQUAL) FOR SPACING 16°O.C.AND 1/2'DIAM.A51M ENGINEERING PART#5155G(OR EQUIVALENT). 11'-0" 12'-0" 6'-6" 6 3 4 6 6 13'-0" 48'-0" B'-6" 26 9 14 23 20 TIGHTEN TO 500 L155 OF TENSION A36(MIN.)ANCHOR BOLT5 -0" a 11' 14'-0" 6 3 4 7 6 13'-0" 50'-0" 8'-6" 27 9 15 24 21 WITH A 5.5'MINIMUM 4 P.T.BOTTOM PLATE l,.? " ° 6 r n rt rt ° MINUTE MAN MMA-18 OR EQUAL W/518' 11-0 16-0r -6 6 3 5 8 7 13-8 14r-0 6'-6" 12 3 5 9 8 EMBEDMENT ANDA 3 MIN. 11'-0" 18'-0" 6'-6° 8 3 5 8 8 13'-8" 16'-0° 6'-6" 12 4 6 9 8 EDGER DISTANCE.SPACE 3000 P51(MIN.)CONCRETE �MP5ON 71TEN OR WEDGE-ALL EMBEF}ED 3°. I ANCHORS A7 36°O.C.(MAX.} SLAB INSTALL A MINIMUM OF 6-1i2'FROM SLAB EDGE. k'�l 11'-0" 20'-0" 6'-6" 8 4 6 9 8 13'-8" 18'-0" 6'-6" 14 4 7 10 9 1 11'-0" 22'-0" 61-6" 10 4 6 10 9 13'-8" 20'-0" 6-6" 16 4 7 11 10 63000 F51(MIN,)CONCRETE n n , rt r n n r " i 1— MINIMUM SLAB THICKNESS OF 451/2° �...---:r-•-... ._ .• 11'-0 24'-0 6-6 10 4 7 11 10 13-8 2Z-0 6-6 20 5 8 12 11 to 11'-0" 26'-0" 6'-6' 12 5 7 11 10 13'-8" 24'-0" 6'-6" 20 5 8 13 12 —I lul(I—I I, a `� _ , x x 1 —III-=�)I I .p •� "111=1 11=1 I! � _ 11'-0" 28'-0" 6'-6" 12 5 8 12 11 13'-W 26'-0" 61-6" 24 5 9 14 13 — — 6'SECTION OF STUD 5LOCKING INSIDE " WALL-TRACK,SAME GA.AS WALL STUDS, ` . y 11'-0" 30'-0" 6'-6" 12 5 8 13 11 13'-8" 28'-0" 6'-6" 24 6 9 15 13 3 st�_LL�- j= t%^` Y�Yi°•ir` �;/! 11'40" 32'-0" 6'-6" 14 5 9 14 12 13'-8" 30'-0" 6'-6° 24 6 10 16 14 1 z. AT EACH ANCHOR LOCATIONR USE AE r \�'�Y �' r 1110 34'-0" 6'-6" 14 6 9 14 13 13'-8" 32'-0° 61-6" 28 6 11 17 15 SIMP50N 5P5 I/2x3°OR EQUAL 11'-W 360 6'-6" 14 6 10 15 13 13'-8" 34'-0" 6'-15" 28 7 11 18 16 Anchor Attachment Optlan #3 Anchor /attachment Option #4 11'-0" 38'-0" 6'-6" 16 6 10 16 14 13'-8" 36'-0" 6'-6" 28 7 12 19 17 ""' ;r 11'-0" 40'-0" 6'-6" 16 7 10 17 15 13'-8" 38'-0" 8'-6" 32 7 12 20 17 11'-8" 121-0" 6'-6" 6 3 4 7 6 13'-8" 40'-0° 6'-6n 32 8 13 21 18 -1 • •o 1114 14'-0° 6'-6' 6 3 5 7 7 13'-8" 42'-0" 6'-6" 8" 32 8 13 21 19 METAL STUDREV IE 11'-8" 16'-0" 6'-6" 6 3 5 8 7 13'-8" 44'-0" 6'-6" 32 8 14 22 20 WALL TRACK BUILDING t� 111-8" 18'-0" 6'-6' 8 4 6 9 8 13'x" 46'-0" 6'-6" 36 9 15 23 21 DATE 111-8" 20'-0" 6'-6" 8 4 6 10 9 13'-8" 48'-0" 8'-6" 36 9 15 24 22 Wall Track Blocking Reglnred for AF'F'RL'\JED 11'-8" 22'-V 8'-6" 10 4 7 11 9 13'-8" 50'-0" 6'-0" 36 9 16 25 22 G Anchoring of Floorless AAetal Buddmg5 11'-8" 24'0 6'-6" 10 4 7 11 10 1, DESIGN FOR,MIN 3,000 P51 CONCRETE 11'-8" 26'-0° 6'-6" 12 5 8 12 11 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 lbs.AND AN ULTIMATE LOAD OF 4725 lbs. 11'-8" 28'-0n 6'-6° 12 5 8 13 11DE5IGN PARAMETERS 3 NSTH S MUST WILL BE IN OTAED ALLT AND MUST BED MANUFACTURESCRECOM�DATIONS.ANY BENDING OR DAMAGE CAUSED UPON 11'-8" 30'-0" 6'-6" 12 5 9 14 12 4. CONTRACTOR SHALL VISIT THE 51TE AND THOROUGHLY FAMIUARIZE THEMSELF WITH EXISTING CONDITIONS.CONTRACTOR 15 --r 11'-8" 32'-0" 8=6" 14 5 9 14 13 1. WIND DESIGN PER ASCE 7-1 O RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS PER MANUFACTURER'S REQUIREMENTS. Haney Associates,Inc. 2.DE51GN WIND SPEED: 165/ 175(ULTIMATE) 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12'OF CORNER Certificate of Authorization 11'-8" 34'-0" 6'-6" 14 6 10 15 14 3.ULTIMATE WIND EXPOSURE CATEGORIES: G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. No.27124 n r " n 165rn h m 11-r8 36-0 8-.6 14 6 10 16 14 P 'D 175 F*`G 7. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET. ° " " 4.WIND IMPORTANCE FACTOR: 1.0 8. U5E TIE-DOWN ENGINEERING(OR COMPARABLE) 1/2'X 30"GROUND ANCHOR WITH SINGLE 4"HELIX OR 518"DIA.X 40'AND 48' 11-$ 38-0 6-6 16 6 11 17 15 5.ENCLOSURE CLASSIFICATION:ENCLOSED GROUND ANCHOR WITH SINGLE G'HELIX ��1 L t I f f f j j, 11'-8" 40'-0" 6'-6" 16 7 11 18 16 6,DE51GN MEET5 INTERNATIONAL BUILDING 9. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS A5 SPECIFIED BY TIE DOWN ENGINEERING,INC TO INCLUDE � G 11'-8" 44'-0" 6'-6" 16 7 12 19 17 ....... CODE 2012 t FLORIDA BUILDING CODE 2014 REQUIREMENT51N5 FOR SPACING AND SITE SPECIFIC 501L CONDITIONS � K R. ` � .,�•Cj /� 1 O. MAXIMUM STRUCTURE HEIGHT I5 12 FEET(MAXIMUM WALL HEIGHT OF 8 FEET'). 11'-8" 50'-0" 6-6" 18 8 13 22 19 1 Q 11. NUMBER OF ANCHORS L15TED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH SIDE WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE} O:• No. 64 g••• These Plans Were Designed in Foundation Anchorin Pians Designed By: Project No. SheetNambex: '0 O.R.H. 15E.N224 1► •�' 1� � � .•• STATE OF Haney Associates, Inc. Accordance with the 2014 Flord(a LARK BtJlLDERS ]Engineering 8i Construction Plannin . F . L OR I V':* g g Building Code for a Ultimate Wind 409 DICKSON STREET I Checked By: Date: F1 ° s•• .......... P.o.Bwt348,SkMtIr,SC.Z9bti2-Phone 864646-76110 5 eed u to 1 G5-D / ( 75-C { C.L.A. 07/07/15 '//i�'ONAL I' p VI DALIA, GA. 30474 ► 1 of 1 '' f 111111�` ••• • • • • ••• • • ••• • • • ••• • D RM F HNA F A-1-7--iPROVAL 5u,�11 201, DEPARTMENT OF F'N'WROT-IMENTALAE,RESOURCE NA TAT ROjVE-D CORE REVIEWER(PRINT): (•�''� SIGNATURE DATE 6 7 �S 150 10 Lf14 0000229837 '_� cjtl NO OBJECTION Florida Health Miami-Dade County O.S.T.D.S. & Well Program Application No.: Date: C-1 — Signature _44��k�