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RC-18-66
• Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -1-1-66 Permit Type: Residential Construction Work Classification: Shed Permit Status: APPROVED Issue Date: 2/2/2018 Expiration: 08/01/2018 Parcel Number Applicant 423 NE 92 Street Miami Shores, FL 33138- 1132060140240 Block: Lot: BRUCE PACE Owner Information Address Phone Cell BRUCE PACE 423 NE 92 Street MIAMI SHORES FL 33138- (917)370-0704 69 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) R2 BUILDERS INC Phone (305)231-3113 CeII Phone Valuation: Total Sq Feet: $ 2,000.00 158 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: NEW Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : SHED 8 X 12, SHED AND TRA Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF' DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $100.00 $80.00 $9.00 $1.60 $201.20 Pay Date Pay Type Invoice # RC -1-18-66084 02/02/2018 Credit Card 01/09/2018 Credit Card Amt Paid Amt Due $ 151.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Structural Review Planning Review Building Review Building 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 required for ELECTRICAL BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: construction and zoni that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above-named contractor to do the work stated. February 02, 2018 Authorized gf1"ure:Owner / Applicant / Contractor Building Department Copy / Agent Date February 02, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL 0PUBLIC WORKS JOB ADDRESS: _/ c?� P E V 'T City: Miami Shores County: olio/P arcel#: (1-5.200`,70/1"/"'0,P 140 RECEIVED JAN a e 1011 � f 6441 FBC 2011 (,., Master Permit No. 2.c.il 9�io Sub Permit No. I ' ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR j DRAWINGS Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): QUCQ. Address: Miami Dade Zip: 3 3 l 3B Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: A L� (-Os nit QhsT Phone#: 9 3-90-090V 1 City: MIAMI 41012P S State: Zip: 33 7`3d' Tenant/Lessee Name: Phone#: 3 Email: CONTRACTOR: Company Name: e� ✓�)' V �5 �. i [, Address: Ag.) ')MJ 151 S i - ) oy Phone#: i Z 3 l, - Zip: ,' City:M k VIM 1 : u L PnICA S J� /� State: �- Zip: --) 3 / / Qualifier Name: '12Oht CO `2oc h ttu.t' State Certification or Registration #: C6 -1C, i'51&ci Certificate of Competency #: DESIGNER: Architect/Engineer: to t& Phone#: Address:' City: State: Zip: Square/Linear Footage of Work: 1 58 S P Phone#: 3075— 23 l 'D 1 13 Value of Work for this Permit: $ two Type of Work. .❑ Addition n Alteration CZ New Description of Work: S i eco cokJ( 02p if Pei -,,.. •.rr ❑ Repair/Replace ❑ Demolition �rQ BIu COw(A2PJ{ Pad , J gat;^ C1 • u Specify color of color thru tile: Submittal Fee $ SO Scanning Fee $ C't CgC0 Technology Fee $ ( ' 6^0 Structural Reviews $ W' i! 43 I Q'. 0,0 iiotriMt Permit Fee $ Radon Fee $ (Revised02/24/2014) 1 c • CCF $ ( • 20 CO/CC $ )25 2 • Q� DBPR $ 2. • Notary $ 5 • oz) Training/Education Fee $ 0 • 40 Double Fee $ Bond $ TOTAL FEE NOW DUE $ I SI • 2iD 1 Bonding Company's Name (if applicable) It.J f"1 Bonding Company's Address a • 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 be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this ((��o nday of t wufl, , 20 t g , by �72u!u IPU' , who is rsonally ow to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: +3 ommission M FF 98800 S. .47 My Commission Expires eR %%;;;;;;:'' March 05, 2018 **************************** ** * APPROVED BY (Revised02/24/2014) Signature The foregoing instrument was acknowledged before me this P-061/0 ,OTIC- day of �Awud2 n.1 , 20 / R , by foG I2co'©1.0 200/01, , , who � •ersonally n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: • Sign: Print: Seal: ****************'**************s* � S Plans Examiner ‘0ssrlio, sinN •. i 'CQ 0 6,;co /. sr...nFF 054760 . h.' Q�. 't, !Fo,ndVo L0 Zoning Structural Review Clerk intertek So November 14, 2017 I Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 51125 • •••• • • • ••• • •• •• • • •• •• • • • •• • • •• •• •• ••• • • •• • • •• •••• ••• • • Intertek-ISI :• • • • • • Tel 11 42 x.304.5560 1748 33id Street Fax +1407.304.5561 Orlando, Florida 32839 intertek.com FL Engipeering,Business V684 • psiusa•com • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • t • • • •• ••• ••• ••• •••• • • •• • • • •• ••• •• • • •• • • •• • •• • • • ••• •• • RECEIVED JAN 2 2 2017 Dear Mr. Campbell, Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Buildd g�Code, 6th Edition'" 11_2014 NEC_ These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory .comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, 1 Victor C. Martin, PE (FL) Department Manager Building Science Solutions Richard Olds, ICC #5107840, SMP -45 Plans Examiner Building Science Solutions Copy to: Ms. Berri Howard, Lark Builders berrialarkbuilders.com RECEIVE) 03;; 7 10: 20AM 95458421889 ' 03/07/2017 TUE L : 07 ?Ax 912 538 - aa7 Lark suildere frank' �rdL iRtiftm2'•Io: Busintl %, Profen ional Regu(aon Ken La> : on, Se tory { • • ••• • • 10 •• •• • • • •• •• • • • • • • • • • • • • ••• • • • ▪ FRipNKS•SNIES • . • • • • • • • • •• • • • • (••„,.' • . H • • • • • • ••�,', • • • • • lI • • • • . . ,�i I • ••• ••• ••• • • •6 FLA Manufacsaed Balding Program 1940 Noilti Monroe Staleigilk Over 9%487444 Fait 8�t1�4.2: • . ;ryi• I ••••••• • •• •• • ••••. Rick Scott, Governor • • /491J August 22, 2016 Roberti oore Lark Bui' ors, Inc. P.O.Draiarer 629 Vidalia, . A 30475 arlifactirer Certtfi tkr. ID MFT -/14; Expiravon Date: August 22 Dear RP. t Moore It is my! Leasure bo inform you that Lark Builders, Inc, ioccated at 409 DIXON STREET;; RIO �,.�� DRAVYEP 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Program as provided for ander Chapter 553, ?art I, Florida Statutes, to manufacture3ctory Built Soft Is, storage Sheds, Manufactured Buildings for instaliation in Florida_ 1 i Constru ' n or modification on a manufactured building cannot begin until the Third Pj Agency has approved the p ans in accordance with the current Florida Building Code. :claw Third Party Ag ncy Is a contractor for the Department and has statutory authority and respc isfbilities that m be met to maintain approved status. You may expect and demand quality pians review e d Inspections. i i Each } change will make your plans obsolete until they have been reviewed, approi ed and Indicate: (an the cover page of the plans], for compliance with the Code by your Third Party Agency for pians review. Please ensure that your plans are In compliance and are propeijy posted ori our website. Ali'stte-related installation issues ere subject to the local autho* having ji.irIsdidion. 1, The De rtrnerrt's contractor wlli make unannounced monitoring visits at least once eadiIyear. You mu - grant complete access to your manufacturing faculty and records to remain ;ni l! compliance with the rules' and regulations of this program. Your cererficadon ie approved for three years from this date. You will receive a renewal notice by Eaten g@ijerated by the BCIS ' ) for online renewal. If you have c}tiestions you mayrcontact Robert Lorenzo at 850-717-1835 or cur FAX at 550-414-84335. : 1. • P1e.e a >I:dt our website atwww.floridebuiidIric.orq to see valuable Information on the crada Manufaetlred Buildings Program. A copy of this letter must accompany applications fo its! building Hermits. Sincerely, eter it Robert Lorenzo Manufactured Buildfios Frog cc:Prof' �r onai Service Industries ,t { 3 • 03/07/2017 TuE L RECEIVED C 3/7 1@:2M 95458421889 07 FAX 912 538 Lark Builders f rank' ;7•Ida Tne^t Busin Profe4iOnal RegLAjJon • 1 ; i • ADO 0 • • , i I • 6 ra • • rai ii• • • • • • • • • • 4; • • • • • • • • • : • 42414K1 -54-1&S. : • • !I • • • • • • • 6 a t.sped •• • • ..• • • • • • • • • • • j • • ;411 1 • • i • • '111 • • • • • • 00 i •4 s7 .1,1A •4 - • • • M118Wdieg,Aararri 6 ' 11 1940 North Morate %eel Sae NA I • 0! 1 • •Taialtassee (st4e33843-0i3 1 ! I • . i ptifiaseCss-04. rIpip.41414p8 I 11,1 4., • _ • -11- : • • • 4:.:: • • • • • • • • • . Rick Scot, Governor I ; Ken LavOfl, Secretery 1 Robert ore Lark Bug ars, inc. P.O.Drarr 629_ Vidalia,' -"..;A 3047S RE: Mar August 22, 2016 cturer Certification, ID MFT -114; Expiration Date: August 22, 2019 Dear Re aert Mort iIt IS my: leaawe to inform you that Lark Builders, Inc-, located at 409 0 DRAINER 629, VIDALIA, GA 30475, has been approved unerthe Manu Prograrri, as provided for ;Meer chapter 553, Parr I, Florida StatutsS, Built Scii. is, storage Sheds, ManufactLired Buildings for installation in Constru." 'on or modification on a manufactured building cannot begin Agency has approved the p ars in act with the current Florid Party Ageincy Is a contractor; for the Department and has statutory a that niu be met to .maintain approved status. You may expect and aemand q illreview a d inspection$. Bach C change will make your plans obsolete until they have been reviewed, aparjjt ad and indlcat®8 [on the cover nage of the plansfor compliance with the Code by your Third :Ft;ailt-y Agency for plans revieW. lease ensure that your plans are In compliance and are property posted el our website. Alt;;srte-reiated installation issues are subject to the focal aufflorit haying 14r1sdl&lon. ir . 1 . The Dertment's contractor will make unannounced monitoring ylsi at least once. ear!h;yaar., You muitgrant complete access to your manufacturing Facility and records to remain fillip , i 1 compilahce with the rules. ';'1,:l reguiatons of tills program. I 1-1 Your ceeacation Is approved For three yeare from this date. You will receive a renewarinolace by Email gerlerated by the SCIS (3wwilorldebullding,csrg) for anline renewal. If you havdestions you maYtontact Robert Lorenzo at B50-73.7-1835 or our FAX at 850-41.4-8436, Please 1_.1t our website at www.floriclabuildinc,ora to see valuable information on the MOda ManufaCtured Buildings PrOgram. A copy of this letter must accompany applications foiXiiiirml buildin& ermits. ; !] ii i Il 1 li; ill • I Robert Lorenzo 11 - ; I Manufactured Buildings FrograM 3A' oi EETil F.110 *.; redBu. manufacture'fbto arida. ! rrttl the Third Pa.cty Building Code. 4f'kir and re5P+1:bi ce: Profsionai Service InduArles Sincerely, •I 1 • ••. • • • •-• • • • • • • • ; • • •.i • • II1• ---t...--------- 1-7,....-4'07,-,7,-,-;--4-:0--7 • • •, ;1• • si. • Bviir;:On Scfie -Iseeiing .'d:ristsiting • Testing ...1 , . • il • ; • ▪ June 2c, 201:1•:: ..f •,.. • , ..,, •• Mr. Jirrl Richt Florida Depanient of Business and Professional Reoulation Manufacturel Building Program 1940 North ktonroe Street Suite 90A 1 .„. TallanasseeTIcrid,----, 32399-0772 -., .,i,i RE: Plan •Ap prova 1 : Residential Lawn Storage Shed Mand,cturer: Lark Builders Plan N'urnber: MDW-14 , ;11 Dear Mr. Richond. ....1 Pursuant to. th e recuireents of the Florida Department of -.1siness and • Professiohl ..-, - Regulations: the above referenced documents have been rev!ehfeci for compliance with: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : 1 • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2014 FBC, V-'• Edition 2011 NEC 2014 Fiorida'Eire Prevention Code These plans C:',fripiy with Florida Product Approval Ruie-61G2,9 3 006 (FAC. A signed and -Sealed set of plans are maintained on file in the , hird Party Agency offi, ofPSL I Ail rnandatontcornments have been satisfied and plans are apOpved for construction by modular buitdAg manufacturer that is currently approved by 44-: !Department of Busine L , . , 1 and Professibri'al Reaulations. If vou havean' cues -tions or reduire my assistance in any via.%!?1,! please do not hesitate ts ill contact me. • 1 Respectfully §vbmitted, • 9. \Milian -1 E. nailry, ft Department.Ma'nager Merida- Fadiies Division • ;:,i 1 • -.1! ;i, Coo -y to: Ms_: E4en-i Howard, i _ark Builders bei ileb,larkbuildefg.eom it • Prefe.ssionei Sr'i� indu,tries; 17.48 33,d Street . Orlando, FL 32839 • Phone Al 6oineer-ing Business 3684 1304-5660 • Fax 407/304-5561 1 - ...... • ••••• :A. • :1-H • •,i1 • •,.., • • • 40 • • • • • 1 • • • • • ,... JF%-t-ti Asonciat_coy 1 : 6 * : : ;• F -L .. Celt -A -flea -2' 'of Autborizanott No. 2 i,, .... 1111 P.O. BOX 348 • SIX MILE, SC 29682 • (864)-646-7600 ( ) • Mobile: ;11 (864)-634-1 EMAIL: ha't.Aa'vassociates@bellsouth.'' • •; ,-, 000 • • • 000 • • • 00 00 • • • • • • . • • 000 • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • • • • 01 • • • • 0 • • • • • os • • • • 1 4,0 Orrick R. Haney, P Presi4' Date: lune 10, 207.'7 1;. Florida Mazrnfactured B 1dii Prorani 2014 CO:del3 Attention : E Near-% ffi Professional Se.:7-ces. TrIcl-Listries, Inc. (PSI) 1748 33rd Sn--eell Orlando, FL 32839 Proiect: L RK3iJ!LDERS MASTER DESI3T\7S Client Name: ";*-t4k B.iders Inc. - 409 D-K-Lor.t Street.- Vdaj& GA 3044 • AsseOuerit- The piano, or ffi'z.- ,ArlJth the state preViods1y approved biy- the Ford i andfactured Building Program meet:tte e•ais..iirernents of the iatest edition of me Florid -4 idi!dina Code, FBC 2014 t -) i .., d . lj Fdition. ., - , LP, Puilriers; !.F..c. nave the following designs on file: , . .,. :•,, : ..:,. • a 140 mpiW- Standard and Vaulted Wood Shed Master .i .•4 . . 160 mi Exp. D - Lar.s.sider Box Eave Wood Shed Master e 160 n-IptV E-xp. D -Vaulted Ceilinc, Wood Shed Master O 160 rnpK— Double Wide Wood Shed Mastec O 160 mp— Metal Double Wide Shed Master i . 160 rnp51,- Metal Lapsider Box Eave Shed Master 165D/17C -2- Metal I aosider Box Eave Shed Master haityassociarCbellscurii.n 157.N"% -)L Pagel • •• ••• • • •• :'1'i•• • •• • •• • • �•• • • • •• • .k • • •• •• • • • • ; • ••• • • • ••• • ••• •• •• •I • • •. • • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • •i • •• ••• • I The current clan tracking numbers of the designs to be certified as compliant with the tat edition ofthe FBC which we understand will be reissued areaf811b��us':. :•• .•• 29081; 29081:1, 29079; 29078, 29077, 29076, 29075 •s s ' ' •' • • toothot000to • Any questions concerning these plans feel free to contact me. ••• 15EN224 tAtll . 1�1EC. O jy TA SNt `NN (liltt'tit`� By: Orrick R Haney, P.E. Principal Engineer haneyassociates@bellsouth.net Page 2 of 1 is Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795.2204 Fax: (305)756-8972 Inspection Number INSP-295104 Scheduhad iniSpeCtiOft Date February 08, 2018 Inspedor Moon -Wa Owner,. PACE, CE Job Address 423 t+ 92 Street Mimi Shores, FL 33138 - Number RC -1-18-66 Permit Type: Residents! Construction inspection Type: Final Work Classification: Shed Phone Numbec Parcel Number D AND TRASH BINS CONCRETE infractio Passed Continents INSPECTOR COMMENTS False Inspector Comments Failed on Re -Inspection Fee can be scheduled until bettrassel'! is gaud For Ins ns"ease call: 24949 Page 16 of 37 /or /r0 3Lcci< 50 100 • • ••• • • • ••• •• •• •• •• • • •• • • • •• • 41*• • • ••j..",• • •• •• •' ? • • • • • • • • • • • • • • • • ttt • •• • • • • • •• • • • • 1• I • •---•---•---•--•- '•---. --. - --•-- •- .. .. .. • • ---�-, ••• • • • ••• s �• -•• ° 0 6°X/1)9 sGh�T�rL' W Certified To: Bruce Pace and L ?ALE 0 •• • • • 3706 2.96%' - 3 70 F?o UL 0 9.60 0• •� 90 0�0 a. 70 F r�72 0.65' C.Qf'-'• 34.70 LoT 16, 28.8/' O/(i� S7? 'C a 717c 5/7b. 263.7, 0 /Z N / oCD, a s (J( i L 2 41 /pit -2 � 4 y A/ 02A.1n &i2e7 RECEIVED JAN 0 9199 LEGEND INDICATES CONCRETE INDICATES OVERHEAD LINES x X INDICATES *RE FENCE N INDICATES WOOD FENCE INDICATES PROPERTY CORNER INDICATES POINT OFBECOMING INDICATES POINT OF COMIeNCEAENT INDICATES PROPERTY LINE POB: POC: t (R) DALE: UJ=: PRM: PCP: FNM: CX.: ENCR: RP: FRB: SRB: TYP: RAN: ORB: t F.F. ELEV.: N.T.S.: N S E P4 CONC.: OMPL: 3 N." I . ............... . __.......__.._ --------_... J V L) C9 z .CJ CJ BO 'ARY•URV 4� ta herebberti that this CID tri W urvey confor • s to tl€Minin um T _ Technical Stan. ands for Land Surveying in the State of Florida, as outlined in �l liter Y Rules SJ-17,(Florida Administrative Code),as adopted by the Department of Agriculture and Consumer Services, Board of Professional Surveyors and Mappers in September,1981, as amended, pursuant to Chapter 472.027 of the Florida Statutes,and is true and correct s to the best of my knge and belief. q/�Ls-4f J .tea ��..� IF r J - r `i J i •- ) FLORIDA PROFESSIONAL SURVEYOR AND I \ OO F�P� I1 MAPPER REGISTRATION NO. / L * /N 40Z No s?�tEC 7 .lata (NO /0) Gog LEGAL DESCRIPTION: Lots 15 and 16, Block 50, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records kr) i__ Lu N I3 !¢ N I (7 N \ f Dm a .5° Z INDICATES RECORD AIEASLMZEMENT o INDICATES DRAINAGE i UTILITY EASEAIENT INDICATES U77UTY EASEMENT INDICATES PERMANENT REFERENCEMONUENT INDICATES PERMANENT CONTROL POINT INDICATES FOUND INDICATES CLEAR INDICATES ENCROACHMENT INDICATES FOUND IRON PIPE INDICATES FOUND REBAR INDIGOES SET 1/2' DIAMETER REBAR INDICATES TYPICAL INDICATES RIGHT-OF-WAY INDICATES OFFICIAL RECORD BOOK INDICATES MORE OR LESS INDICATES FNIISHED FLOOR ELEVATION INDICATES NOT TO SCALE INDICATES NORTH INDICATES SOUTH INDICATES CENTERLINE INDICATES FIELD MEASUREMENTS INDICATES CONCRETE INDICATES ON PROPERTY UNE oVoGe f Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) BEARINGS SHOWN ARE BASED ON PLAT MERIDIAN REFERENCE 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 10) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 12) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS. PROPER7YOF: Bruce Pace and Lyle Churchill 423 N.E. 92nd Street Miami Shores, Florida NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. .-- -"").," A BOUNDARY SURVEY NAEWEBYCERTIFY MATMESURVEY REiP DIES VIEDI EONNEE7S Th MP4 RAV mama STAA[MMIOt6ETFOR17rtYPIE FLORIDA WADQ'rLMDSUPWYtiRSN OWTEROY0 74 AUWWW AOMN57RAAfE OORFPORS1/41•7717SEL7/011172.04 RA O4 MTV= 71N RO4CHIP317* OVEMAP4 EASEMENT APPE4ROVO AV 77E PCAsO ER77l4NASSNOW A19767i2 FLOOD ZONE: X BASE ELEV.= NOT AVAILABLE COMMUNITY No.: 120652 DATE OF FIRM: 9-11-009. MAP & PANEL= 120.8600.302 SUFFIX: L PROFESSIONAL SURVEYING AND MAPPING - - LANNES & GARCIA, INC. PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC L.B.#2098 FRANCISCO F. FAJARDO PSM #4767 (QUALIFIER) 385 Alhambra Circle, Suite #C, Coral Gables, Florida 33134 PH (305) 666-7909 FAX (305) 442-2530 lannesorcia(@yahoo.com g fa .15 •+ U LU 0 Z a u w Z. E a. F5- -- O D U 0 O ca Q u i Ra1aQl4F - mm. i mmwrDRAM'.WPPER AIEQ. Ata 47.7. FIELD DATE: 3/7/:J ? SCALE: 1' = 2 6 JDRAWN BY: c RECERTIFIED, LF IE „ i r. > l '1ED) , CERTIFIED TO , NAME & FLOOD DWG. No.: 210354 258002 E- 0 I3 !¢ - /,(4 (7 N .5° r, INDICATES RECORD AIEASLMZEMENT o INDICATES DRAINAGE i UTILITY EASEAIENT INDICATES U77UTY EASEMENT INDICATES PERMANENT REFERENCEMONUENT INDICATES PERMANENT CONTROL POINT INDICATES FOUND INDICATES CLEAR INDICATES ENCROACHMENT INDICATES FOUND IRON PIPE INDICATES FOUND REBAR INDIGOES SET 1/2' DIAMETER REBAR INDICATES TYPICAL INDICATES RIGHT-OF-WAY INDICATES OFFICIAL RECORD BOOK INDICATES MORE OR LESS INDICATES FNIISHED FLOOR ELEVATION INDICATES NOT TO SCALE INDICATES NORTH INDICATES SOUTH INDICATES CENTERLINE INDICATES FIELD MEASUREMENTS INDICATES CONCRETE INDICATES ON PROPERTY UNE oVoGe f Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) BEARINGS SHOWN ARE BASED ON PLAT MERIDIAN REFERENCE 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 10) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 12) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS. PROPER7YOF: Bruce Pace and Lyle Churchill 423 N.E. 92nd Street Miami Shores, Florida NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. .-- -"").," A BOUNDARY SURVEY NAEWEBYCERTIFY MATMESURVEY REiP DIES VIEDI EONNEE7S Th MP4 RAV mama STAA[MMIOt6ETFOR17rtYPIE FLORIDA WADQ'rLMDSUPWYtiRSN OWTEROY0 74 AUWWW AOMN57RAAfE OORFPORS1/41•7717SEL7/011172.04 RA O4 MTV= 71N RO4CHIP317* OVEMAP4 EASEMENT APPE4ROVO AV 77E PCAsO ER77l4NASSNOW A19767i2 FLOOD ZONE: X BASE ELEV.= NOT AVAILABLE COMMUNITY No.: 120652 DATE OF FIRM: 9-11-009. MAP & PANEL= 120.8600.302 SUFFIX: L PROFESSIONAL SURVEYING AND MAPPING - - LANNES & GARCIA, INC. PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC L.B.#2098 FRANCISCO F. FAJARDO PSM #4767 (QUALIFIER) 385 Alhambra Circle, Suite #C, Coral Gables, Florida 33134 PH (305) 666-7909 FAX (305) 442-2530 lannesorcia(@yahoo.com g fa .15 •+ U LU 0 Z a u w Z. E a. F5- -- O D U 0 O ca Q u i Ra1aQl4F - mm. i mmwrDRAM'.WPPER AIEQ. Ata 47.7. FIELD DATE: 3/7/:J ? SCALE: 1' = 2 6 JDRAWN BY: c RECERTIFIED, LF IE „ i r. > l '1ED) , CERTIFIED TO , NAME & FLOOD DWG. No.: 210354 258002 E- ic • I+�»rlutiurt �..TRBLNkIOn CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard Olds ICC 85107840 FL 8SMP-45, SMI -76 LSUCCC #U02416 Department Manager: Victor C. Martin FL PE 882379. LA PE 842017 LSUCCC RU02436 VARIES 6-0" TO ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES ,•, • •• PSI APPROVAL 2017-11-14 •• •• • • • • •• •• •• • •• •• •• •• • •• •• • •• • •• •• •••• •• •• . • •• •• •• •• •• •• •• • • ••• • • • • ••• we • •• • '•• •• • • • • •• • • • • • • • • • • • • • • • • •• • • • •• •• • •• •• • • • •• ••• ••• ••• •••• • 50'-0" MAXIP jjJM. SUIL•DIN L GTH, - 30'-0" MAX FOR VAULTED ROOF • • • • • • • • • • . . . . • • • • • • VAULTED SLOPE ••• •• STA N LTJ VAULTED SLOPE 0 0 W J DARD J RIDGE DESIGN PRESSURES ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 STANDARD SLOPE CH-4OR 6 ROOF FRA v ING PLAN RAFTERS ARE IN-LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE • EMT R MA LOLOd1a a00E eu ETYMON, leaf -7, 2014 WC LATH BUILDERS, INC 11susaao DEt LSH sTT0R CONSTRUCTION TYPE 9-0 FIRE PROTECTION NENE FIRE SUPPRESSION SYSTEU NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WINO SPEED V.-1B011pn EXPOSURE c ENCLOSURE iNELOSEO INTERNAL PRESSURE COEFFICIENT +/- 0.1• IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD l0PSF ROOF LIE LOAD 20PSF OR Mao POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LAAO • RATING OF WALLS, FLOOR, ROOF UODULEs PER BUILDING 12EPSF N/A HURRICANE PROIECTION USAGE No HURRICANE SHELTER USAGE NO SOUARE FOOTAGE 711 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY L.L.! LTJ x LTJ 0 (f) 0 J LTJ LTJ CTT Dra*n By, MTB Data 7/12/17 Scol•e N/A LB—S—LBE 1 ▪ F PL& ARE NOT PMT OF TMS PIAN SET rip ARE 2, ��E10 tiIXJ1L8gk ENLR0100NSD1MTi0N 3JRFFA 110 MSE-00*84 OETAL 3 FORMEPROPER 16TMIA110N 4, u. -- FOUR CONSTRUCTIONL*J. BE 112 S,YIP„ °DEPT As &.STRILITURES OVER 400 so err., PAW AN or I,Y4+A1M mos_ a, GUTTERS To BE INSTALLED ON-SITE err EIDERS DIM LOCAL ASBUin a To lar CCM 1W iU 5 1Io1p 1_14 ACCORDANCE *CMN Fa 1808) 2, =RAM Dims ARE NEIT ERM= RIR RUMMI 4H A AMA O LESS Wally= SGliar RF MT/1 INE 81E DEERS *PACTST SSOF DIE 2014 4L*4 ALCORMNCswat FEEr pEQRRam FRC 10081.1, BULD*p5 TINT maim UM MAT IRE usE DINuNC1aN *+M dE ANO 7*0*ElmoIrol oEN M � NOT SUBJECT TO 1LE 0001 H08844 rip A s sEc 82144ff5 W ME FBC 2014. •�11s 10. IN ACCCF=% �11 FLoRDA STAN STAIUIE 553. 0(4)0. LAA STORAGE 4 1 480 44 8 5 MD STORAGE MEM BE4R*4a THE MAGMA OF APPROVAL OF DE r1EAAIB T ATE NOT SUBJECT 10 *55342 ER 000 dT (MER CCI SNE Nor 88081 D FOR 4UC045, •• • GENS .4,1 • •. ����' •.64698+� • : Cr STATE OF : 44/ 0Ac"\'••.,• EL ORION •-% /,/i0NAL'',%0- Matthe* T. Baldwin P.E, Florida License #64608 Sheet: FBPR-1 OF 7 \ 3.5" 20GA. METAL FRAMING 24" O.C. MAX. • STANDARD SLOPE \ END WALL TRUSS END WALL TRUSS --/ 1 CH-4OR 6 ROOF FRA v ING PLAN RAFTERS ARE IN-LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE • EMT R MA LOLOd1a a00E eu ETYMON, leaf -7, 2014 WC LATH BUILDERS, INC 11susaao DEt LSH sTT0R CONSTRUCTION TYPE 9-0 FIRE PROTECTION NENE FIRE SUPPRESSION SYSTEU NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WINO SPEED V.-1B011pn EXPOSURE c ENCLOSURE iNELOSEO INTERNAL PRESSURE COEFFICIENT +/- 0.1• IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD l0PSF ROOF LIE LOAD 20PSF OR Mao POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LAAO • RATING OF WALLS, FLOOR, ROOF UODULEs PER BUILDING 12EPSF N/A HURRICANE PROIECTION USAGE No HURRICANE SHELTER USAGE NO SOUARE FOOTAGE 711 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY L.L.! LTJ x LTJ 0 (f) 0 J LTJ LTJ CTT Dra*n By, MTB Data 7/12/17 Scol•e N/A LB—S—LBE 1 ▪ F PL& ARE NOT PMT OF TMS PIAN SET rip ARE 2, ��E10 tiIXJ1L8gk ENLR0100NSD1MTi0N 3JRFFA 110 MSE-00*84 OETAL 3 FORMEPROPER 16TMIA110N 4, u. -- FOUR CONSTRUCTIONL*J. BE 112 S,YIP„ °DEPT As &.STRILITURES OVER 400 so err., PAW AN or I,Y4+A1M mos_ a, GUTTERS To BE INSTALLED ON-SITE err EIDERS DIM LOCAL ASBUin a To lar CCM 1W iU 5 1Io1p 1_14 ACCORDANCE *CMN Fa 1808) 2, =RAM Dims ARE NEIT ERM= RIR RUMMI 4H A AMA O LESS Wally= SGliar RF MT/1 INE 81E DEERS *PACTST SSOF DIE 2014 4L*4 ALCORMNCswat FEEr pEQRRam FRC 10081.1, BULD*p5 TINT maim UM MAT IRE usE DINuNC1aN *+M dE ANO 7*0*ElmoIrol oEN M � NOT SUBJECT TO 1LE 0001 H08844 rip A s sEc 82144ff5 W ME FBC 2014. •�11s 10. IN ACCCF=% �11 FLoRDA STAN STAIUIE 553. 0(4)0. LAA STORAGE 4 1 480 44 8 5 MD STORAGE MEM BE4R*4a THE MAGMA OF APPROVAL OF DE r1EAAIB T ATE NOT SUBJECT 10 *55342 ER 000 dT (MER CCI SNE Nor 88081 D FOR 4UC045, •• • GENS .4,1 • •. ����' •.64698+� • : Cr STATE OF : 44/ 0Ac"\'••.,• EL ORION •-% /,/i0NAL'',%0- Matthe* T. Baldwin P.E, Florida License #64608 Sheet: FBPR-1 OF 7 P�• .lo Build On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard Olds ICC #5107640 FL #SMP -45, SMI -76 LSUCCC #U02416 Department Manager Victor C. Martin FL PE #82379, LA PE 842017 LSUCCC#U02436 3.5"-20GA METAL COLLAR TIE, 4'—O" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH -SIDE 8'-0" WALL HEIGHT • , ••• ••,PSI APPROVAL 2017-11-14 •• ••••• • ••• •• • • •• •• •• •• • •• •• •• •• • •• •• ••• . •• •• • •• •• •• •• •• •• •• • • ••• • • • • ••• • • • • •• • • •_ • • • • • • • ••• • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • • • •• •• • • • • • ••• ••• 2.5"x_5" CORRUGATED ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3,5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. SEE ROOF FRAMING SCHEDULE FOR. RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8x 1.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. z VARIES, 6'-0" TO 13' 8" FRAME SECTION ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING - 3.5-20GA -METAL STUDS -- SPACED AT 24" O.0 MAX. OVERHANG OPTION DETAIL CODE INFORMATION CODE VERSION 2017 RAMA OLNLON0 cccE eft EOmON, AOCE-7, 2014 NEC MANUFACTURER LAR( BUILDERS INC. nEar85m _ui6LITOR0ADE RUILDINO TYPE BuLom CONSTRUCTION TYPE Y -B FIRE PROTECTION NESE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED AAr,10m#h EXPOSURE c ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT 1.1- 0.11 IMPORTANCE FACTOR 1.13 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 300m P0144T LOAD FLOOR DEAD LOAD I0PSF FLOOR LIVE LOAD N. RATING OF MALLS, FLOOR, ROOF 126PSF N/A MODULES PER BUILDING HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE No SCUARE FOOTAGE 711 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY W W 0 0 cnJ W W J W 0 0 LU O Dram By; MTB Dotal 7/12/17 Scala N/A Moder LB—S—LBE 1, F L0 IL�l0N, Or nes PIAN SET ANO ArE 2. SECOON D Of c0� TIE ENERGY c0NSER46M 3 REFER �T0�001S-00iM EETM.S FOR PROPER * ALLATION 4, WEER FOUR c0N91 71ON 'NIL RE /2 S?'1P,. ECM A9 NOTED s._s TU,Eo OVER 400 sa..E�T1a1 time m eo• M okoki one a. GUTTERS TO IE *MILLED 011-011E PM onus BM LOCIL cam WWI SFiCF1G1TTDItS As BuL0040 &9( AlY'LRONI FEc 1 S1 (M &488 APF No7 171tE{511110NFD FOR (ARRA Q�TT�ApEFfLOTOOR ATEA AGF LESS MNCATORY�a1�E HE NINPAcr STMCMiDSCOA01 1HE 2014 0.0 ALCOODANcEE�IL1*II FEE 10010.11..11,, ISS1Of(1 IHAT ME 400 NOT SOA/CON,FY CT TO BE 000 -HEM IV NO3 cr 14(1 FBC 2014. to 81 A CAM 1171( FLORDA s9TE S 0008 0 1141(()4 U N Sf*6 AOL Tel Arp t1RAAE SHEDS REME5 TIE 1I) LA aF (RAMA PRODIET OF TIE 4ALS AM NOT ME NOT A16ECT TO 8583Ju DOORS OR CO NENTS ROWED FOR *WOO. ,. le 13 STATE OF : //i� /'"ii/111111%"- 411 �........... •` \``‘ 11/11111111 ````�oI T .... 1//0 ............ oCENs1 •• •• 0y�i Tee Matthew L Baldwin P.E. Florida License 164608 Sheet: FBPR-2 OF 7 I fonrlatiut �v .To 8uitd On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard Olds ICC 85107840 FL #SMP -45, SMI -76 LSUCCC #U02416 Department Manager. Victor C. Martin FL PE 882379. LA PE 842017 LSUCCC 8U02436 • SECURED WITH (2)H3 OR EQUAL DOUBLE 3.5" 20GA. STEEL TOP PLATE END WALL ,PSI APPROVAL 2017-11-14 •••• • •••.•. • ••• •• ••••• •• • •• •• •••• •• •• •• • •• •• •• •• •• •• •• • • ••• • • • • ••• • • • • •• • • • • • • • • • • ••• • • • • • • • • •• _• • • •- • • • • •• •• • • • • • • • ••• ••• ••• • WALL SHEATHING OPTIONS: ••, • • • •• • 1•, -BOX RIB ALUMINUM , TWIN RIB ALUMINUM ©ISTCI-C LAPS:DING ALUMINUM •• -• •DUTCH LAPSIQING STEEL SIDING - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) - I" T-111 WOOD SIDING - HARDIE PANEL STUCCO AND T-111 SIDING HARDIE BOARD SIDING - POLYCARBONATE GREENHOUSE PANELS / / / / / 4x4 P.T. POST 3.5" 2OGA. #10 SELF EI\ STEE_ TAPPING D (1 INTO BRACE SCREWS EACH FLANGE) W/(2) EACH // / / j/ / / // / / // / / / / / / / / / // / / / / / // // / // // / / / / / // // / / / / / / / / /. / / / (2)MITEK OR ALPINE 3.5" 20GA. STEEL 3"x5" OR EQUAL STUDS ©24" C.C. MAX. /' 4'&6' OPTIONAL PORCH1 An' —n" ►,IAV STANDARD- "WALL DETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE -FLOOR FRAMING CODE INFORMATION CODE VERSION 01211 1.MIFuSNOA CE -7, 1014 N MANUFACTURER LARK BUILDERS, 1110 BUILDING TYPE LDING CEN AL�IINAUISTTORRAE CONSTRUCTION TYPE v-0 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE - ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED Vr-t80mph c ENCLOSURE Et4CLOSED INTERNAL PRESSURE COEFFICIENT- +/- 0.10 IMPORTANCE FACTOR 1.15 - ROOF DEAD LAAO LOPSF ROOF LIVE LOAD 20PSF OR 300112 POINT LOAD FLOOR DEAD LOAD 10PSF DOR LK LOAD • RATING OF IVALLS, FLOOR, ROOF 120PSF N/A MOOUIES PER BUILDING HURRICANE PROTECTION USAGE NO HURRICANE " SHELTER USAGE NO SOUARE FOOTAGE • 719 SOFT, CR LESS REVISIONS REV DESCRIPTON DATE BY W a W J W J J W 12 0 Cn— D raiLm By; MTB Data 7/12/17 Seale: N/A Modell - LB—S—LBE � E sirs°war0NN CF TNS PLMI SET AND TIE 2, TNS 5 7118 ENERGY c0NSERVIUKIN SECRd) OF 000E & .R ER 011119E-DO1f/ OCtALS F011 Iit6ER 16TALLA71G11 4. 1EDiU R FCR UJNEFSIPoIJCCIION 'MLL818 12 !? P,. EXCEPT le SIMMER OVER 400 sa n i1'' 14,8E AN 80' MNNuli 00m. 8. CURERS 70 BE INSTALLED d4-s1E Er OREM TRW LOCAL 7, 00 �iII111DOOF:90 C T�TO I0i1c1EE 1FE kiN114 tIA1S�A ICAR01R O��EySA1IO�I IItIMF/4 TR a qT � COiA OF LESS 1218 - t1MCATORY **1018 E 018 RI4 iPACT STMp8 ' aF THC 2014 LLN ACC.8124 CEppEEOR NBC too .i.i, Bu10►CS Dor Me 400 cake 04011* 0TH O�Icnu T*ON-IEFM FRREE USE 1N NBr sc'm 1118 0000 HDONT MC Ijp1RMH 200U 11S OF 158 10.LN A �� 2TIl1 FLORA STATE STATUTE 05380(10, LAWN SI i4 AdE ARO LORCAE stens A1UIE 5 3. 11)0, LA OF Nam" OF 7718 OEPPARIIEM ARE NOT 5116Th TO 0251M1 SDAca PROMOTonIER ccio0OPPRONILSNENTsr NOT MIMED FOR VANDotls. `‘ltilf1111/iii •\1 •, 8,1 `��� �� • v, GENSF •• •• ����� 7C/ tL° STATE OF Cr i/Z ; %9/0 o N A L; ``„%� 1111111 Matthe* T. Baldwin P.E, Florida License �64608 Sheet: FBPR-3 OF 7 �ih fonnution lb Build On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard (Yds ICC 85107840 FL #SMP -45, SMI -76 LSUCCC #U02416 Department Manager Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 3.8T BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) /10 SELF DRILLING GRABBER SCR WS, (1) INTO EACH FLANGE 3.pi BRACE AT 3'-D" ABOVE FINISHED FLOOR, SELF DRIUJNG GNEACH AWER SCREWS (1) INTO EACH FLANGE s ROOF PANELS FASTENED WITH .25'-14x.75' WW1 TRAXX/1 AT 6' O.C. VARIES, 6'-0• TO 13' 8' END WALL FRAMING OPTION • , ••• ••,PSI APPROVAL 2017-11-14 •• •••• • •• ••• • • •• •• •• •• • •• •• •• •• • •• •• •••• •• •• •• • •• •• •• •• •• •• •• • • ••• • • • • ••• • • • • • • • •• • • • • •• • • • • • • _ • . • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • • • • • • • • • •• • • • •• ••• •• •• • • • • • ••• •• 3.8'-20CA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) 110 SCREWS, (1) INTO EACH FLANGE NOTE- THIS BRACING IS RFOIIIRFT1 PIN ifF WALLS S (90TH SIDES OF EACH CORNERI ROOF PANELS FASTENED WITH i5" -14x1• HWH TRAXX/1 AT 6" 0.C, VARIES, 8'-0' TO 13 8' END WALL FRAMING OPTION • 3.8• BRAD AT 3'-0' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) 110 SELF DRILLING GRABBEREWS, (1) INTO EACH FLANGE *ALL OPEN! , FnR sinF *A1 I C ARF TO BE ED SIMILAR TO THOSE 3.6•-200A METAL BRACING, ATTACH EACH END TO STUDS W/ (2) 110 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REQUIRED DIN SIDE WµLS (BOTH SIDES OF EACH CORNERI 3.6• BRACE AT 3'-0' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) 110 SELF DRLLING GRABBER SCREWS, (1) INTO EACH FLANGE ROOF PANELS FASTENED WITH .26-1447' HWH TRA)OC/1 AT 6' 01C. VARIES, 6' 0 TO 13' 8" END WALL FRAMING OPTION. 12 3.6`-200A METAL BRACING, ATTACH EACH END TO STUDS/ (2) 110 SCREWS. (1) INTO E.O1 GE NOTE- THIS BRACIN( 15 RFOIIIRFT1 nN sinF WALLS (BOTH SIDFS OF EACH CORNER). ROOF PANELS FASTENED WITH HAN TRA)0(/1AT •48a 01 C. VARIES, 6'-0 TO 13' 8' END WALL FRAMING OPTION 3,6"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) 110 SCREWS. (1) INTO EACH FLANGE )JOTS THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNERI CODE INFORMATION CODE VERSION 2017 ROMA SWAB GTE•4 DIMON ASIS -7, 7014 NEB IWANUFACTURER BUILDING TYPE LARK BUILDERS. INC AELDN AL HTI TONX CONSTRUCTION TYPE V -B FIRE PROTECTION FIRE SUPPRESSION SYSTEIA NENE OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WINO SPEED EXPOSURE C -- ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT */- 0.1E IMPORTANCE FACTOR 1.15 ROOF DEAD CHAD 10P5F ROOF LIVE LOAD 20PSF OR 3170E soar LOAD FLOOR DEAD LOAD IOW FLOOR LIVE LOAD 'h -• _'DATING OF WALLS, FLOOR, ROOF MOTILES PER BUILDING 12EPSF N/A HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 718 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY W uJ x 0 CO W D () J W W F— (� ›- La.! J J J 0 z L .! Dro•n By; Data 7/12/17 Scalae N/A Modell- LB-S-LBE F PIANS ARE NOT mar �cF TIES PUN SET MO ARE 2. STNS S ECTION 11 tDCJ�L sign p UTE ENFROr CONSERM TION 3J16LR 70 nE-Oo*E94 AL33 FOR INSTALLATION � 4,I I F RBE /2 VF,. EXCETTNOTEDAS 5 -ST IIUIEs 08w 400 1 0U HAVE M eo' With mos_ a GUTTERS TO 05 tNSTAIAED ON -SIS BY OVERS TIM LRCM 7, ALL ATO DOORS TO MET THE WNWSI£pRGTD1N5 As I 0 LBC ITH P •JI AOOarcmcs BC 1 SIORADE SHEDS ARE NOT 77D�FEylSA�INIGNED FOR HABITATIOONT AAFLOOR CAREA OF LESS 4NQATTITTS=19C. Zino. 874 Tinos OF THE 30(44 B.*MCORDANCEEpRRDTTH RC 100RI.1, ERADINOS THAT ARE 400 T�NwNc1 oh M11H d(- 4mos � 7*40-Q[FANIL FON NA R1 ARE NOT ATO THE OD00 mow MD 1jCTHMN 0513SIOEONS OF DIE FEC 10, VIA ILC TNM ROH% STATE srgurcF,�Ss3.80(IIS)4 LAW STUMM „MO $fORAOE SHEDS Doom THE *SODA OF APPRONIL or THE OEP48114*T ME ha SU6ECT 10 0553.141 � 00 THER CMP 0 14TSI hOT REWIRED FOR VAIp0115, • ♦��`��W !T lleq'���i `�� •••�IGENs . �i�• imMlb r 1 i STATE OF : (V ;k310NAL `` ���� �1/11111111 r Klatthe* L Baldwin P.E. Florida License #64608 Sheet: FBPR-4 OF 7 SIP4� G funnuliun ./ .ToBuiulon CODE REVIEW Professional Service Industries 1748 33n1 Street Orlando, Florida 32839 Plans Review: Richard Olds ICC 85107840 FL #S MP -45, SMI -76 LSUCCC #U02418 Department Manager. Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 SKID RUNNER SPACING* ' UNDER 30' LENGTH SHED WIDTH A B 6'-0" 16" 42" 8'-0" 18" 60" 10'-0" 18" 84" 11'-0" 24" 84" 11'-8" 28" 84" 13'-0" 36" 84" 13'-8" ' 40" _ 84" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. . ,P,,I APPROVAL 2017-11-14 •••• • •••••• • • • • •• •• • •• • • •• • •• •• •••• •• •• •• • •• •• •• •• •• •• •• • • ••• • • • • ••• • • • • •• • • • •• • • • • • ••• •• • • • • • • • • • • • • • •• . • • • • • • •.. '•:101 SIZE* 6' 0" .:. 6'-1" TO 11'-8" 2"x6" .' .? : ' 81t • • 2"x8" . . • • *N41 -E:• JOISTES 61TNER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE -INTERCHANGEABLE. 50' 0" MAX. 16 0.C. TYP. *FLOOR SHEATHING SECURED WITH 2"X0.1 13" NAIL (OR EQUAL) © 6"O.C. MAX P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 SKID —FLOOR—FRAMING PLAN - 4' -O" OR 6'-O" OPTIONAL PORCH CODE INFORMATION CGDE VERSION 5717 FLORIDA INI0 COX eh EDSON, AIR -7, 2014 TEC MM urAGTURER BUILDING TYPE LAMB MADERR% [No �IFMIIL LA54SlTHAE CONS1RUCn0N TYPE R90 PROTECTION FIRE. SUPPRESSION SYSTEM occuPANcr ALLOWABLE NuMBER OF STORIES BASIC /fIND SPEED EXPOSURE ENCLOSURE INTERNAL. PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEM LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOM PR• RATING OF CALLS, FLOOR ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE REV REVISIONS DESCRIPTON V -B NONE NONE STORAGE r.-teampr G ENCLOSED +/- 0.18 1.15 1OPSF 20PSF 08 3000 POINT 10PSF 12CPSF N/A NO N0 718 SOFT, OR LESS DATE BY Dro*n By; Dotal Seale, MTB 7/12/17 N/A LB-S-LBE PLA119 ME NOT PMT OF OM PIAN SET AND APE 2, DES E LOIS ECIAISIXQIC 010107 coNsowA710N SECTION OF COOL W 3. -REFER 70 11,-Noo 4 OEr FOR TSR 1161167/41A11011A1I0 Qt, ILLL11. FDI CONOITW010N I'L BE 02 !,7P„ MOT AS CRK1 yT1URES 0508 400 HAYS AN Se Ml011114 W & CUTTERS TOIN WAILED ON -SIR. Br OTHERS 111X./ LOCI( 7, ASFL8R0.1 BI1ENa coAND wows To 184E MNi4uM 9{CF1aU10113 X 11N AOOOION F80 r .. 01CI48 SLEDS Al:107 00901.0 FDR recr WE SW RABOATdl *18 A F1. N,EA OF 1856 0 ORr O Tj�uwar B CSf�Mp�' Cf 711E 2201smi 4 LL) y.M cgpmQR 10107.1.1.1O..�1131AlL•CS Diapa�RNSE 400 70 TR 0008 80(77 NP 10TH 11500800 01115 ARE 719E FBC 1014 10, 81 ACCOROAII 14 FLORDA STATE STAT0E SS3B0(1M 0* 0 STORAGE 0UE01NOS MC GRACE 9MED9 IUIE 5 THE 1l)* L OF AMMO. OF 190 T✓E>W ATE Nor 91B.EOr 10 0553142 DOOR dPRCOUCr NE Nor REQUIRED FOR sec*. OTHER CO1tRONERTS) c W CL 0111111///. `x�W T Q• ��!', . •• • v\CENS• J W W (/) 0 � cam• em▪ s ▪ 8 ; !'!48, NAL '‘‘NN `` ////111111111 STATE OF Matthe* T. Baldwin P.E, Florida License #64608 —I Sheet: FBPR-5 OF 7 APPROVAL 2017-11-14 • • 44041°J001 .111 ''' .' �110.07.111;' , I ATTACK JOIST LAG SCREW OR (OR EQUAL) AT JOIST I P1 14"x 14" FOR EACH TO SKID (2)SIMPSON EACH TO NOTCH JOIST WITH 1 H-3 CROSSING S "x4" <I D . �Jkr4t -ism* - rimer BuilllOnt .r .a._,.�., CODEREVIEW Professional Service Industies Florida 32839Plans Review: Richard OldCC 85107840 FL #5 MP -45, SMI -76 LSUCCC #U02416 Department #82 M9 1A PE Vict842017 Mahn FL PE #82379, LA PE #Q017 LSUCCC #U02436 4" x 6" 12" LAP LAG SCREWS SCREWS P. T. S SPLICE ON OUTSIDE <1 FASTENED ON • • ••• • • ,P,$,I •..• • .• • •..• • • • • • • • • • • • • • ••• • • •174833rdSoretOrindo, • • • • • • • • • • • • • • , • • - • .• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • .. • • ... •• WITH (6)A"x4" INSIDE, (3){ "x4" LAG (9 TOTAL) SPLICE CODE INFORMATION cooE vERsaN 2017 "'ROA R16 IT °0°E ea AmEas ➢OD IFC MANUFACTURER LARK euIloERs OD BUILDING TYPE l' I �oft ammo I oRIGE CONSTRUCTION TYPE V FIRE CTION NOIL FIRE SUPPRESSOR RESSOR srsTEkl NOE °CcupArlc'' sIORAE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED wr,aanRh EXPOSURE - - C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +1- 0.15 IMPORTANCE FACTOR 1_I5 ROOF DEAD LOAD 101'SF ROOF LIVE LOAD 20PSF OR 70016 POINT LOAD C 0\\ E C T I 0\ OOR DEAD LOAD FL FLOORuvE W rie FLOOR, ROOF MODULES PER BUILDING 0 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 7„aF ST CR LESS REVISIONS WALL SHEATHING REV DESCRIPTON DATE BY 3.5" 20GA. STEEL STUDS ©24"O.C. �, ' ► ( 2 12 � � 111.11111111111111°.1 � 1.5 SENCO K28 (OR EQUAL) NAILS, TWO ROWS 1.5" FROM THE EDGE, ® 12" O.C., STAGGER ROWS 6". 3"x6" SPLICE PLATE FASTENED WITH K28 (OR EQUAL) NAILS EACH SIDE 2 x6 P.T. SKID TITLE: FLOOR DETAILS - STEEL LAPSIDER BOX EAVE Or0*n B,. �� 3.5" 2OGA. STEEL r Doti 7/12/17 /1 /1 So N/A Mode1�- LB—s—LBE SOLE PLATE SECURED FLOOR SHEATHING I. F Eo PUIs AR��E N9or11CCP�I0 aF TMs PLAN 9ET MLI ARE z ENFnar caNSDrwLTaN SECTION a COOL _ 4 Au FOILcaNsTwrmlaN 1%L 1A s 0' O CD'T aTIoN RE01f Ta x`411 Fag PROPOI +�Yie.Ex AB�F�FL ROA LRnCIhS 7 RE IWiiM)4 110Ns 46,5 fS 10OVER 4ao df +• HAOl AN tt0' I.1LiCA -0B_a LECTION m ec #4suuID t1N-saE LLr oTIERs nLRu Lana.ririMIEL 70��L15µµtl! FUR N SAII 0T j(fOu� OFy E � UNRATORYs'AWE OFI:OS MPACr SfMpMDS OF 7NC 2014 1.44 ACaOI✓dflcR F90 cafe f a stoRAa 9Ea! AIR Nor0000 •.N ACCOIOM4 t I1H FBC loos.l.1, RIRICN04 TINT 4 400 eOIIrFR FUT Liss THAT AIR ALRN F•11 aK# SUBJECT'DC DOMHtx 'nu*OH' 'eE"a CFNC THE t0. IN FBC LtAC V FLCMA "sHI S AR 55-TriE i IA�IN srollAOc eu�n rw $TORAOE SHEDS EMyO 1HE,NSIdIu t1F *mow. or ma OIYAIFO g5t 8. NOT REWIRED TO $1,001 ) NOT , �, �„ *,,D„y; WITH "x4" LAG SCREWS ®16"O.C. FLOOR JOIST , ��7 (_ 2"x4" BLOCKING BETWEEN SKIDS UNDER DOUBLE END JOIST f� f• SECURED WITH (3) 0.120 x3 NAILS ©12"O.C. STAGGERED WALL (�/ 2X BLOCKING BETWEEN BOTH ENDS SECURED WITH (3) 0.120x3 NAILS EACH SIDE STAGGERED••. TO EL00 TO SKIDS AT END JOIST C�12 O.C. „OHM/it, ‘�,N." V1 T • 8 /1/�� �� \A ....•••••••..•• 1 // .\ ••• •.• O �• e 0. `ACENSF % *.:1i .'Q':• iii ::: a. = : ' : • � : STATE OF •�` ii 0.c� •••.,• F t 0 R ID P,� •� �� ///' � OSI 2 N PO-- %0\\ 1111111 . SPLICE SECU I\G C0\\ECTIO\ DETAIL - - - - - - - - - - - - - - )lotthe* T. Rald*in P.E. Florida License #64608 Sheet FSPR -6 OF 7 t.• hfuntutliun " .f Tip8uildOn q".nk,•c..rmF •-, CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard Olds ICC 85107640 FL #SMR45, SMI -76 LSUCCC •U02416 Department Manager. Victor C. Martin FL PE 882379, LA PE 8.42017_ LSUCCC 8U02436 ELECTRICAL SYMBOL KEY (rp RECEPTACLE 240V 0240 RECEPTACLE SINGLE POLE SWITCH / SR THREE WAY SWITCH 0 CEILING MOUNT LIGHT FIXTURE 0 WALL MOUNT LIGHT FIXTURE \ ( \\ FLUORESCENT LIGHT FIXTURE 0 SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING JUNCTION BOX 1JSRS WP _ 50' 0" L AXIk,1UIul BUILDING LENGTH ELECTRIOAL NOTES: • •••• • •f ;SI APPROVAL 2017-11-14 •• •..• •• •>,• • •• •• •• •• 1. ALL WIRE TO BE #12 THHN SOLID CVPP�R •WPI H:GROvNDL WIRING PROTECTED BY NEC 2014 EDITION. 2. FIXTURE LOCATION AND TYPE MAY VAIRY••• • • • • ••• 3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5. ALL RECEPTACLES TO BE AT .12 •166" A.F6y M+4� IMUM. 8 RECEPTACLES. 6. ALL SWITCHES TO BE AT 48"4 " f.F.6. • • • 7. FLUORESCENT & LED LIGHTS :MAY tUBSTITOTE•rOR INCANITICENT LIGHTING 8. ALL OUTLETS TO BE GFCI ••• ••• ••• ••• • 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.)• IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL, •• • •• ••• •• 0 • - • • • • • • • • ••• • • • • •• • WINDOW HEIGHT•O A 0 •• • AND QUANTTAK MAY, VARY • • ••• ••• AND ARE OPTIONAL . 63 in 0 1— CI 1 yi L,J / 3.5" METAL SPACED AT O.C. STUDS WALL \ 24" MAX SEE VARIOUS END WALL FRAMING SECTIONS FOR AND DOOR FRAMING \ ( \\ igL_______ SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING OPTIONAL ELECTRIC TO EACH UNIT WILL BE _FIELD _CONNECTED .FROM_ EXISTING POWER SOURCE 1JSRS WP _ 50' 0" L AXIk,1UIul BUILDING LENGTH / - _ NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY CODE INFORMATION CODE VERSON 7017 FORMA at.DLH L5OE .t. 4124881, ASCE-7. 2014 IEC MANUFACTURER GUIDING TYPE co1Siwucn0N TYPE LARK BUILDERS, INC �E�BUILDING DHkL4 STORME 7-8 FIRE PROTECTION NONE FIRE SUPPRESSOR sysrEU OCCUPANCY STORAGE • ALLo*AaLE NUMBER OF STORIES BASIC WIND SPEED Y0-15I001pl EXPOSURE c ENCLOSURE OIGDSED INTERNAL PRESSURE COEFFICIENT +1- 0.18 IMPORTANCE FACTOR ROOF_. OMD LOAD 1WSF ROOF LIVE - LOAD 20PSF W 300. POINT LOAD FLOOR DEAD LOAD 1CPSF DOR LIVE LOAD • RATING OF TOLLS, FLOOR, ROOF 12EPSF N/A MODULES PER BUILDING HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE 140 SOUARE FOOTAGE 718 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY Drailn BI Dotal Scala NTB 7/12/17 Moder- W N/A LB-S-LBE QED PE NOT PART OF THIS PLki SET Alp 488 W z T1 S a aF LAN4 N..asmit dorm odisety T1oN Raw 111y8 -00Th ilEnus FOR PROPER MsarJAnaN X 4. uA4 R FOroR MLEr� NLL BE 12 QIP. men As Q OYER oto Wer ••, HIVE 10 ILO' WtdluM owe_ CO a GUTTERS TO OE INSTALLED ON -SCE BF OTHERS DOW LOCAL 7 �akpDt RS THE WWI SPFCF1GLn0N3 23'. .JI A00010NIC[ FB0 1eoai$ 3TDIIAGE S11mS AR[ Not CCM C 0nEySWg1ED FDR KI8TAT10qNT��pdEpI1 �A FLLOR AREA OF �LErySS Qritalr Ow6E "Dais ORACT SWORDS OF 1HE 20144 — L *I EAGC�4EE ,4(114 PHD 10041.1, a.ini: 911467 ARE 400 ,06411E FLET Li 1,441 ARE 44TEN 880 USE IN � AW ROT LELT TE1 WE woe mow awl OF 711E 2L14, 10, a1 rIt STATE � D63DD�1,. Ltea STPRAOE WAGE ROT 114E 2 OF APPRaIML OF RE AIE Nor sunEcr 10 0353,1142 D0 OP" 08 CGMP"°` 0 NTS)T. NCT REWIRED FOR *wolrs Matthe* T. Baldwin P.E, Florida License #64608 F w Shea: FBPR-7 OF 7 U • • .•• • . • .•. .• •• •• • • •• •• • - .. ._ ,.. ;,`.-r----"" • • • •••• ' ' ' ••• • • ' ' ••• '.� TABLE 2A — 165D/1700 30" AUGER ANCHOR SPACING TABLE 2B - 1400 30" AUGER ANCHOR SPACING . •• SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACINGliftfirtc STRAP BOLTED THRU TIE -DOWN STRAP (SEE NOTES) . ..!!,� . • �� ( 4i4 ,yr 2 8' W ER LESS. •-11E-DOWN •2xr• R ) 4 P.T..S'►' #2 SKIDS r / UP TO 16'-O" 1�'-Q" UP TO 16'-O" 10'-�'� FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS • •• ALL E1SE(CAN BE ON•GR:UND). ••• .�• • TYPE 1 TYPE 16'-1" TO 20'-0" 8'—O" 16'-1" TO 24'-0" 8'-0" TIE -DOWN STRAP BOLTED TO TYPE �4�� 30" DRIVE 30" AUGER ►� 3 ANCHOR 1/2' GRADE 5 Y ANCHOR ANCHOR " CODE INFORMATION2ou 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER BOLT MINI WTTH WAEHERs (I FOR ROCK/CORAL FOR SOIL/CLAY C 20'-1 TO 24'-0" 6'-0" TABLE 1 A - 12 0 CFOC CODE VERSION eLn FAN., ASCE-7, 2014 NEC, IRC 2010, NEPA 70 ,11 LB.) CONCRETE • " ' ' ••• TO CONCRETE MANUFACTURER LARK BUILDERS • � 1/2•x3" (400 WEDGE ANCHOR WITH u -CHANNEL • •"•I. • •• •ANCHORING m TABLE 2 C - 12 0 C (TYPE 3) •••• •• �� TYPE 3 TYPE 28 30" AUGER ANCHOR SPACING SHED WIDTH• MAXIMUM ANCHOR SPACING AGENCY EXISTING 4" CONCRETE • • • • • • • • • • • • EXISTING 4" CONCRETE CONCRETE 30" AUGER ANCHOR ANCHOR : WITH EXPANSION FOR SOIL CLAY SOIL/CLAY SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 6-0' BUILDING TYPE D BUILDING RESIDENTIAL CONSTRUCTION TYPE V -B BOLT ANCHOR TYPES UP TO 24'-O" 10'-0" 20'-0++ 7+-0» FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM _ NONE _ 16'-O" 7'-6" OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 14'-0" 8'-0" BASIC WIND SPEED v.-1u/145/1e5/175mOh 11 TIE -DOWN STRAP BOLTED THRU FLOOR (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (1) 4x4 SYP 12 ON 8' WIDE OR LESS, 12'—O"• 9'-6" EXPOSURE 0/D ENCLOSURE ENCLOSED 1/2'x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) JOIST j�fTFi 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR LAG BOLT) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). TIE* -DOWN STRAP SECURED1 (2) 2x6 OR (i) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). 1 O'—O" 10'-6" INTERNAL PRESSURE COEFFICIENT 4/- 0,18 IMPORTANCE FACTOR 1,18 2" 4" WTIH (8) 100x1.6" NAILS ROOF DEAD LOAD 10.5E - � 71E -DOWN STRAP�AA BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 \• 1'I 8'—Q" 12'--O" ROOF LIVE LOAD 20.5E OR 3001b POINT LOAD GRADE , - . �. -. BOLT MINIMUM WITH WASHERS .A / 1/2"x3" (4,000 LB.) CONCRETE I 5/8"x30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CIAY, I 6'—O" 12'-O" FLOOR DEAD LOAD toPSF EXISTING 4" CONCRETE WEDGE ANCHOR WITH U -CHANNEL I �' FLOOR LIVE LOAD S0PSF (TYPE 3) MMEE DRIVE STYLE FOR ROCK/CORAL , �� :... TABLE 1 — B 14 0 C •R• RATING OF WALLS, FLOOR, ROOF N/A \ ANCHORING TO CONCRETE MODULES PER BUILDING 1 EXISTING 4" CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT B'—o" MAx. SHED WIDTH MAXIMUM ANCHOR SPACING HURRICANE PROTEC11ON USAGE NO HURRICANE SHELTER USAGE No 4'-0„ SQUARE FOOTAGE 716 SQ.FT, 0R LESS 24'-O" 20'-O" 5'-0" REVISIONS REV DESCRIPTON DATE BY 11E -DOWN STRAP BOLTED THRU 4x4 SYP #2 ON 8' WIDE OR LESS. 16'-O" 5'-6" 1 ,. ADDED TYPE 28 EARTH ANCHOR, AWED LAC DOLT OPT. N 10/15/15 MTB 2 ADDED BRACKET ABS CAPA0 NOTES 2/10/16 MTB 1/2"x5" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS FLOOR JOIST 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NW' & BOLT OR 2�"LAG BOL (1) (2) 2x6 OR (1) 4x6 P_T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 1 4+—O++ 6+-�++ 3 ADDED d/18" GALVANIZED CABLE 8/15/18 MiB , ALL FI CF(CAN BE SET ON GROUND). _�—�— 7-6" 4 ADDED NOTE 11 ON STACKING BLOCKS 6/30/16 MIB yc. �4 11E -DOWN STRAP OR C3/16"ABLE GALVANIZED STEEL �_—�� 'I 12'-0" -. .4 NOCABLE I, 5/8"x30" EARTH ANCHOR TITLE: ' MASTER ANCHORING PLAN DrOWO By: MTB r..e 14_ WITH EYE HOLE AUGER SME 10'-o" 8'-6" .e OPTIONAL REINFORCED 1/2"03" (4,000 LB.) CONCRETE WEDGE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL DOte: 8/11/15 AO- CONCRETE FOUNDATION ANCHOR WRH 2" WASHER 8,-0" 12'-0 "� Scale: N/A I`8 �i6'-0" EXISTING 4' CONCRETE OR OPTIONAL 12'-0" Mod•I#: LARK BUILDERS EXISTING 4" CONCRETE SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'--0" MAX. TABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 2" WIDE 11 GAGE STEEL 'L' BRACKET TIE -DOWN STRAP BOLTED THRU FLOOR JOIST (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. RE -DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS. 24 —O 3 WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 24"LAG BOLT) - (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 11E -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH (2) 2x6 OR (I) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). (SEE NOTES) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND), 2O' -O" 4+-0" . WASHERS, ALSO CONTINUOUS AND mo DE -DOWN STRAP BOLTED TO • ATTACHED TO GROUND ANCHOR A ON OPPOSITE SIDE GROUND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS -- 1 6'-0" 5'-0" I'( 11 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER 5/8" x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, 5/8" x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, I "I 14'-0„ 5-6" I , al-, 10/24/ 17 Matthew T. Baldwin P.E. - Florida License #64608 DRIVE SME FOR ROCK/CORAL DRIVE STYLE FOR ROCK/CORAL I%` .gllrgillIlljilrillIllIlltin 111 12'-0" 7-0" ' EXISTING 4" CONCRETE \ EXISTING 4" CONCRETE OR SUPPORT \ OPTIONAL SUPPORT PAD (P.T. WOOD, 10'-Q" 8'-0" PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX.'AT CONCRETE BLOCK OR PAD) SPACED 8'-0" MAX. 8-Q" 10'-0" - TIE -DOWN DETAILS TIE -DOWN NOTES: 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TIE -DOWN STRAPS TO BE MINIMUM 1-}" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS Q0S-781-H, TYPE -1, FINISH -B, GRADE -1. 11E -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICB1, OTICB2 OR EQUIVALENT) 11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. — — _ — — _ - — - -- - — » 0 Sheet: AP -1 OF 1 GENERAL NOTES: i -JI /1rrllvvrlL 'Metalitapaidpr fox Eave ed '.° aster PIan ▪ ......Lard Builders _i :44O4 Dixon Street .Vidalia, GA 30474 ' I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 200$: IBC BUILDING CODE AND THE FLORIDA -BUILDING CODE. WIND : : LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7- 10. • 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE • • TIME OF MANUFACTURE. •• 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. • • 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN UMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED OMITS A5 INDICATED. 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: .. • • • • ... FLOOR JOISTS- 2x4 5.Y.P.#2-(1 2-1 5% MOISTURP CONTENT) 2x6 S.Y.P.#2-( 12-15% MOISTURE CONTENT) 2x8 5.Y.P.#2-( 12-15% MOISTURE CONTENT) G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: SKIDS, FLOOR JOISTS AND 3/4" T4G FLOOR SHEATHING 7. TRUSS DESIGNED TO SUPPORT D.L+L.L=30 P.S.F. 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL 9. ALL ALUMINUM TO BE 3005-3 105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPUED, SEE FBC 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. I I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVERTHE WALL STUD. 12. ROOF SLOPES BETWEEN 2: 12 AND 4: 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507.2.8 OF THE F.B.C. 2010 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 14. BUILDING 15 CLASSIFIED A5 TYPE "5' (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 17. MANUFACTURER INSTALLATION STANDARDS SMALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP. ALUMINUM, 5/8" P.T. T 1- I I SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARD! BOARD, STEEL SIDING AND "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 I . ALL DOORS SHALL BE ABLE TO DE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. . • • • • . • . , • - - - ' *Sheet Index 51.0 Cover - General & Design Notes SI.1 Electrical & General Floor Plan S1,2 Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details S1.4 Roof Framing & Schedule S1.5 Typical Frame Section Details S1.6 End Wall Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 I /4" x I I /I 6" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. AWMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCWDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO" x 72° ALUMINUM DOOR, 32" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY USED INSTEAD OF DOORS USTED ABOVE . 25. MAXIMUM WALL HEIGHT TO BE 8'-O' - 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27. ALL 13IJILDING5 (EXCEPT THOSE IN USE AS AN ACCESSORY BUILDING FOR. A ONE OR TWO FAMILY DWELLING UNDER 4005q.ft.) MUST HAVE ATLEAST ( I ) 32"x80' (MIN.) DOOR.. 28. ROOF FRAMING AND WALL FRAMING TO BE 3%2 METAL STUDS SPACED AT A MAXIMUM OF 24" O.C. DESIGN PARAMETERS: (HIP -GABLE ROOF) [WIND DESIGN PER ASCE 7-10, SEISMIC DESIGN PER AISC 341-051 I .- WIND VELOCITY: 2. WIND IMPORTANCE FACTOR: 1..0 3. WIND EXPOSURE: t C (I 75mph) 4. INT. PRESSURE COEFFICIENT: 0.18 i- 5. ENCLOSURE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: - ROOF LOAD (ZONE #1): +27.4/-56.0 P5F - ROOF LOAD (ZONE #2): +27.4/-78.9 PSF -R.00F LOAD (ZONE #3): +27.41- 124.6 PSP -WALL LOAD (ZONE #4)t +59.5/-65.2 P5F -WALL LOAD (ZONE #5): +G0.6/-76.6 PSF -WALL LOAD (ZONE #44#5): +60.0/-70.9 PSF 7. FLOOR DESIGN LIVE LOAD: 1 25 PSF 8. FLOOR DESIGN DEAD LOAD: 1 2 P5F 9. ROOF DESIGN LIVE LOAD: 20 PSF 0. ROOF DESIGN DEAD LOAD: SELF WEIGHT 1 I . WALL DESIGN LOAD: 8 PSF 12. COMBINATION LOADS: A5 PER ASCE 7-1 O 13. SEISMIC U5E GROUP: B 14. BUILDING CATEGORY: 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE I G. CONSTRUCTION TYPE: V B 17. ALLOWABLE FLOORS: 18. EXTERIOR WALL FIRE RATING: 0 19. DESIGN OVERHANG: 8 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING BUILDING CODE 21 . THE CONTRACTOR/MANUFACTURER MUST CO FOLLOWING CODES: 2014 FBC, 5Th Edition 2011 NEC 2014 Florida Fire Prevention Code 175mph (Exp.C) 1) Approval Stamps: 1 DA ���: rrtformatiort 8""'s ToBuildOn Ellf,,,..,",,• c°„o, • listing CODE REVIEW Professional Service industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer. William E. Neary, 111 ICC #5185040 LA #U00406 FL SMI -79, SMP -61 ey Associates, Inc.. e of Authorization 2.7124 THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY CODE IN ACCORDANCE WITH 10I.5.2 SITE INSTALLED ITEMS: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND 8318.6 NOTE; THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL Engineering & Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864-646-7600 These plans were designed in accordance with: 2014 FBC, 5th Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 175 mph, Exposure C i ti Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 i No.' 6 558 • i Designed By: Project No. O.R.H. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 C � . STATE • 4 "S'ONAL �.. if, ',rift:tO f Sheet Number: S1.0 1 of 7 rJl /rrl"CV V/1L LU I uv LJ ELECTRICAL .NOTES:' • ' I . WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL Di THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER S1ZE5 FOR ACTUAL HVAC UNIT(5) IN5TALLED ALL WIRING TO BE IN ACCORDANCE WITHate • • NATIONAL ELECTRIC CODE LATEST EDITION. • • . 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOUD COPPER. INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DI5TRIBUTION PANEL. • •• • 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE •. •• • • • GROUNDED TO MINIMUM I 0'-0" COPPER. CLAD EARTH DRIVEN ROD .. WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF 1 " OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHING5_ 6. - ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), UFE SAFETY CODE (NFPA I 0 I ), LATEST EDITIONS. 7. HVAC EQUIPMENT SHALL BE PROVIDED WMT I READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT 5ERVED, A UNIT SWITCH WITH A MARKED "OFF' POSFf1ON THAT 15 PART OF THE HVAC EQUIPMENT 5HALL BE PERMITTED A5 THE DISCONNECTING MEANS. ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. 1 I 0-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL 10. ALL WIRES TO SWITCHE5 AND OUTLETS TO BE # 12 AWG THHN AND WILL MEET THE COLOR. CODE REQUIREMENTS 5.ET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. I I . ALL ELECTRICAL OUTLET5 SHALL BE GFCI IN ACCORDANCE WITH ARTICLE 12 I O.8(A)(2) NEC -08. Electrical Symbol Key 0 GFCI Duplex Receptacle 120V 10 -0- Incandescent Light w! (1)-60w Bulb 01 Junction Box $ Switch WP Weatherproof $R Switch wl Receptacle Outlet 120v 10 ••• • • • • ••• •'• • • ••• • • • • • • • • •• •• ••• • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • •• • • •-• • • • • • • • • •••• • WINDOW HEIGHT, LOCATION • • •. MD QUANTITY MAY VARY • • •• • PID ARE OPTIONAL • • • • • ••• VARIES, G' -O" to 13'-8° 5' MAX. 24" MAX. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND WINDOW FRAMING. P T 3/4" TSG FLOOR SHEATHING /* i 32" MIN.,. GO" MAX. WIDTH' BY G'-8" HEIGHT DOOR, LOCATION MAY VARY. 3q METAL STUDS SPACED AT 24" O.C. MAX. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING. OPTIONAL ELECTRIC TO- ' WP ' EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT " 32" MIN., GO" MAX. WIDTH BY 6'-8" HEIGHT DOOR, LOCATION MAY VARY. 50-0" MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. Typical floor Plan SCALE: 1/4"= I '-0" Haney Associates, Inc. Engineering & Construction Planning P.O. Hoz NS, iii Mlle, &C 29682 Phena864-646-7600 These plans were designed in accordance with: 2014 FBC, 5t' Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure D 'I� Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 i 1) Approval Star -lips: ion a�-IliBui/d Build On Enghsw6,, • Ca whim • IMO,' CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer William E. Neary, 111 ICC # 5185040 LA #000406 FL SMI -79, SMP -51 1 Haney Associates, Inc. Certificate of Authorization No. 27124 ,�►IIIItI,f ortc R. •�. •• N'64558 1,, � • STATE OF ,,f ONAI- ¶s' �Ir1I1►�� Designed By: Project No. -1:11111" 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 Sheet Number: sti 2 of 7 • . 1-'01 l-krrMUNI/AL LU ID -Uv -cam . SKID LAYOUT AND FLOOR FRAMING• CilEIENL _• - • 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size&Spacing A B Width Joss! Sizes:451 g . «: A. •. B 6'-0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4Rs @. i6" 01.0.,2111x. .i j2: _ :24" 8'-0" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16110.0., Max. 16" 32" 10'-0" 2x6's @ 16" O.C., Max. 24" 72" 10'-0" 2x6's1': Q.G.,?1,p • • 2x6's.0 'i:6: Q.C.,:Mag. 2x6's @ 16" OG., Max. get 22" 24" 40" 44" 46" 11'-0" 2x6's @ 16" O.C., Max. 24" 84" 11'-0" 11'-8" 2x6's @ 16" O.C., Max. 28" 84" 11'-8" 13'-0" 2x8's @ 16" O.C., Max. 36" 84" 13'-0" 2x8's @ 16" O.G., Max. 26" 52" 13'-8" 2x8's @ 16" O.C., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" NOTES: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SET FORTH UNDER FBC 2304,9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • ALL SKIDS ARE P.T.-4x6 S.Y.P. #2 OR (2)-P.T.-2x6 5.Y.P. #2 6 6'-0" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T. 5.Y.P. #2 • Q JT. SIDE RAIL TO MATCH OIST 512E, SEE FRAMING SCHEDULE FOR. SIZES. SEE SCHEDULE FOR JOIST SIZE "A" "A" SEE SCHEDULE FOR JOIST SIZE "A" HB" 1 I� 1 SEE SCHEDULE FOR JOIST SIZE P.T.-4x6 S.Y.P. #2 or (2)-P.T.-2xG S.Y.P. #2 SKIDS 50'-0" MAXIMUM BUILDING LENGTH 1/Optional 4'-0" or G' -O' Porch" Typical 2 Skid Floor Framing Plan SCALE: 1W= I '-o" uSn nAu FF.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. SEE SCHEDULE FOR JOIST SIZE .3 P.T.-4xG S.Y.P. #2 or S.Y.P. #2 SKIDS 50'-O" MAXIMUM BUILDING LENGTH Il4'-0" or 6'-0" Optional Porch Typical 3 Skid Floor Framing Plan SCALE: I /4'=1'-0" ) Approval Stamps: ( • ���r'� Trfornwtion Lt�`''' .ToBuildOn v•mm,rbq.T"wq CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer. William E. Neary, 111 ICC # 5185040 LA #U00406 FL. SMI -79, SMP -51 t • Haney Associates, Inc. Certificate of Authorization No. 27124 i `�tlllllii, N..Aers No. 64 58 ,c,' • STATE OF ..:4r /",s/ONALl 0 Haney Associates, Inc. Engineering & Construction Planning P.O. Bax 348, Sit Mile, S.C. 29682 - Phone:864-646.7600 These plans were designed in accordance with: 2014 FBC, 5th Edition ` - ` 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure b Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 • Designed By: PrDject No. O.R.H. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 l Sheet Number: 59 .2 3of7 • I SI KOVAL LU1 b -U13 -GO SEE FRAMING SCHEDULE FOR JOIST 5IZE •• ••• • • • ••• .... • .••... . • • • • . . . . . • • . • ••• . • • • • •• . . . • . • • . ..• . . . . ••. SKIDS MAY BE P.T.-4x6 S.Y.P. #2 OR. (2- P T.-�x6 S.Y.P#2 • . •• •• . • • • •.• SENCO K28 (OR EQUAL) NAILS AT 12" O.C.. ROWS SHAD_ BE 1.5" FROM EDGE, STAGGER. ROWS G" FOR (2)-P.T.-S.Y.P.-2x6's SKIDS, START PATTERN WITHIN G" OF EACH END OF SKID •• •. • . . • •• • .. . . •. . . • . . • .. • • .• ••• •• . .. •• OTCCTI"KibS IVOIY" ••• •• •• • • • • FOR EACH FLOOR JOIST 5KIDFLOOR FRAMING D SCALE: 364-=1 SKIDS MAY BE P.T.-4xG 5.Y.P. #2 OR (2)-P.T.-2x6 5.Y.P. #2 AIL ATTACH JOIST TO SKID WITH 5/1 G"x4" LAG SCREW OR (2) SIMPSON H-3 (OR EQUAL) AT EACH END OF JOIST, 5EE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 Cot" LAG SCREWS [OR (4)-0.13 I x4" GUN NAILS] AND A SIMPSON 11-3 [OR EQUAL] AT EACH END OF JOIST. TYPICAL SKID TO JOIST CONNECTION DETAIL 5CALE: 3/4'=1'-0" ATTACH EACH STUD TO SOLE PLATE WITH (2) #1 0 SELF DRIWNG GRABBER SCREWS ( I ) INTO EACH FLANGE. 3!/° - 20ga. METAL WALL STUDS SEE PLAN VIEW FOR SPACING 31/2" - 20ga. METAL SOLE PLATE, CONTINOUS W/ 511 G"x4" LAGS AT I G" O.C., Max. .T. 3/4" 14G FLOOR. SHEATH ING E L 2x4 BLOCKING BETWEEN C SKIDS, FASTEN W (2)-0.1 20"x3" NAILS AT 12" O.C., STAGGERED. Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 29682 - Phonc864-646.7600 These plans were designed in accordance with: 2014 FBC, 5th Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure D J _ 1 2x BLOCKING BETWEEN SKIDS, FASTEN TO END JOIST W/ (3)-0.120"x3" I NAILS AT 1 2" O.C. EACH1 SIDE, STAGGERED. END JOIST FRAMING DETAIL P.T.-4x6 5.Y.P. #2 SKIDS 2° LAP SPUCE FASTENED W/ (6)-5/1 G"x4" LAGS (OUTER FACE), (3)-5/16'1)(4" LAGS (INNER FACE), (9) LAG SCREWS TOTAL (2)-P.T.-2x6 5.Y.P. #2 SKIDS 3°x6" SPLICE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN EACH PLATE W/ (5)-5ENCO K2b (OR EQUAL) NAILS EACH 510E. TYPICAL SKID DETAIL SCALE: 3I4' I'-0" Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 I1 Approval Stamps: Designed Sy: Project No. O.R.H. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 //''''��. Infnrntation LI ' .T=Build On CODE REVIEW Professional Service Industries 174833rd Street Orlando, Florida 32839 Plan Reviewer. William E. Neary, Ill ICC # 6185040 LA #000406 FL SMI -79, SMP -51 Haney Associates, Inc. Certificate of Authorization No. 27124 ��{{IIlll/, GY` ` Q\ . R�/ moo@;. • ‘.\ E"1 •.,c` No. 64558 ` s� • • C0: STATE • %1- 9� 'P1-OR1'C,,� ``1i,' Sheet Number: X1 .3 4 of 7 PSI APPROVAL 201 b -Uri -4o ROOF FRAMING. SCHEDULE Wall Framing at 24" o.c., Max. Width Rafter and Brace Size and Spacing: :•, 6'-0" ASIS SSMA S 3508162-54 © 24" O.C. Max. 8'-0" ASIS SSMA_S 350S162-54 @ 24" O.C. Max. ' 10'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. , 11'-0" ASIS SSMA S 3508162-54 (cry 24" O.C. Max. 11'48"_ ASIS SSMA_S 3505162-54 @ 247_O.C. Max. 13'-0" ASIS SSMA_S 3508162-54 @ 24" O.C. Max. 13'-8" ASIS SSMA_S 350S162-54 @ 24" O.C. Max. VARIES, 6'-0" to 13'-8' • • ••. • • . • • ••• •. •••... . •• . • •. • •• • .. •• •• • • : :scgi 4N0 I�OQ• ?- D!JL� FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING. •: *RCM C AINAG SHALL COMPLY WITH F.B.C. 20 I 0 1503 AND R318.6 : •PA$TrN WILL•ME THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER MC 2304.9. I •:. ANQ TAnf 2304.9:1 IJNLESS OTHERWISE SPECIFIED. • RIDGE MAY RUN ITV THE SHORT DIRECTION 'TURNAROUND" OR "VAULTED" SME WITH A MAXIMUM GABLE END OF 30-0" AND SIDE WALLS THAT VARY 6'-0" TO 13'-8" OR THE LONG DIRECTION "STANDARD" WITH GABLE ENDS THAT VARY G'-0" TO 13'-8" WITH A e. : Vi\XIMtIM 54IRE WALL LENGTH OF 50'-0". :'4{AjTiC1:I ROf?F FLAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10- 16x I TEK5 PANHEAD SCREWS WITH #3 DRILL POINT • • ::AT.Q" O.G.:.. .. 50'-0" MAXIMUM BUILDING LENGTH - 30'-O" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: I /4"= 1 '-0" 2" - 20ga. METAL RAFTERS AND BRACING, SPACED AT 24" O.C., MAX. UNE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER. BRACING TO MATCH RAFTER SIZE AND GRADE, SPACED AT 24" O.C., Max., A MINIMUM OF 4 SECTIONS OF BRACING ARE REQUIRED FOR ANY SPANS ABOVE I I'-8" Approval Stamps: HA ' Information , oBuild On Engfriessing • aaadms • /Wing CODE REVIEW Professional Service industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer: William E Neary,111 ICC # 5185040 LA #000406 FL SMI -79, SMP -51 Haney Associates, Inc. Certificate of Authorization No. 27124 Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Sir Mile, S.C. 29682-Phone:864-646-7600 These plans were designed in accordance with: 2014 PBC, 5th Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure D Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed vt, Project No, O.R.H. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 Sheet Number. r S114 5o„ F-- I i -. 1 Standard Ridge cr a 13v i I r _ 50'-0" MAXIMUM BUILDING LENGTH - 30'-O" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: I /4"= 1 '-0" 2" - 20ga. METAL RAFTERS AND BRACING, SPACED AT 24" O.C., MAX. UNE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER. BRACING TO MATCH RAFTER SIZE AND GRADE, SPACED AT 24" O.C., Max., A MINIMUM OF 4 SECTIONS OF BRACING ARE REQUIRED FOR ANY SPANS ABOVE I I'-8" Approval Stamps: HA ' Information , oBuild On Engfriessing • aaadms • /Wing CODE REVIEW Professional Service industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer: William E Neary,111 ICC # 5185040 LA #000406 FL SMI -79, SMP -51 Haney Associates, Inc. Certificate of Authorization No. 27124 Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Sir Mile, S.C. 29682-Phone:864-646-7600 These plans were designed in accordance with: 2014 PBC, 5th Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure D Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed vt, Project No, O.R.H. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 Sheet Number. r S114 5o„ PSI APPROVAL 2015-06-25 2 1 /2" x 1 /2" CORRUGATED ROOF PANELS FASTENED WITH 1 /4"-14 x 3/4" HWH TRAXX/ I AT G" O.G. 6'-6" STANDARD OPT. 7-0" OR 8'-O" .••. •..• • • . •• • . •. •• •. • • • • • .•• • . •• •• • • • • ••• • . • •••• •• •• • •• • • • • • . . • • . • . ••• • • • • . •• • • •• • • • • •• .• • • • • . •. • • •• • •• •• • • • • • • • • ••. •• • • • • •. • • . •. • •• •.• •• • • . • • . • • • • ••• •• • 31/2"-20ga. METAL COLLATE, 4'-O' _ LONG, ATTACH W/ (2) #1 0 SELF DRILLING GRABBER SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTERS SEE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS SEE 51 .2 FOR SKID AND FLOOR FRAMING VARIES, G'-0" to 1 3'-8" Typical Frame Section SCALE: 1 /4"= I' -O" 3V2"-20ga. METAL STUDS SPACED AT 24" O.C. MAX. 3V2"-20ga. METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 2 I /2" x 1 /2" CORRUGATED PANELS (FASTENED W/ #8 x IV WOOD SCREW AT G" O.C. (OR EQUAL) SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING 221/2"-20ga. METAL STUDS SPACED AT 24" O.C. MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDD( 10- I Gx I TM PANHEAD SCREWS WITH #3 DRILL POINT ATG"O.C. OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- I Gx I TEKS PANYIEAD SCREWS WITH #3 DRILL POINT AT G" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING 512E5 AND SPACING 3V2'-20ga. METAL STUDS SPACED AT 24" O.C. MAX. OVERHANG OPTION DETAIL SCALE: 3/4" I'-0" Approval Stamps: ■ Ii�rmatun ��a .ToBuild On EngInefaing • Camatlig • Ibsen, CODE REVIEW Professional Service Industries 174833rd Street Orlando, Florida 32839 Plan Reviewer. William E. Neary, OI ICC # 6185040 LA #U00406 FL SMI -79, SMP -61 Haney Associates, Inc. Certificate of Authorization No. 27124 Haney Associates, Inc. Engineering 84 Construction Planning P.O. Bos 348, Six Mile, S.C. 29682-P6eaa864-646-7600 These plans were designed in accordance with: 2014 FBC, 5t' Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure D Single Wide Metal -Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O:R$. 13EN224 - M165d175c Checked By: Date: C.L.A. 05/20/13 Sheet Number: 51.5 6of7 PSI APPROVAL 2015-06-25 2" METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I O SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE 3Y2" METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #1 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 1 • VARIES, G'-0" to 13'-8" • •• • •• • : •• • • • ••.4 • • I• • i • • • • • ••• • • • ••• • • ••• •• • • �-. •2.1/2" x:I/2" CORRUGATED ROOF • :PANIC re5TENED WITH 1/4'-I4 x 3/4" HWH TRAXX/ I AT G" O.C. • • • • • •• •• • •• • • •• End Wall Framing Option SCALE: 1/41=1k-0" VARIES, G'-0" to 13'-8" End WaII Framing Option SCALE: 1/4"= I'-0" • • •• • • • • • • ••• • • • • ••• • Oa" -.a0ga, METAL BRACING, : ATTACU EACH END TO STUDS W/ • . r,2) # 10$ELF DRIWNG GRABBER • MEWS, (1) INTO EACH FLANGE [NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS A5 WELL (BOTH SIDES OF EACH CORNER)] SEE 51 .2 FOR SKID AND FLOOR FRAMING WALL OPENING FOR SIDE WALLS ARE TO BE FRAMED SIMILAR TO THOSE SHOWN HERE FOR ENDWALLS 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH I /4`-1 4 x 3/4"HWHTRA)00I ATG"O.C. —� - 20ga. METAL BRACING, — ATTACH EACH END TO STUDS W/ (2) #I0 SELF DRIWNG GRABBER SCREWS, ( I ) INTO EACH FLANGE [NOTE THAT THIS BRACING 15 P.EQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] SEE 51.2 FOR SKID AND FLOOR FRAMING I / VARIES, 6'-0° to 13'48" End Wall Framing Option SCALE: I /4"= 11-0" VARIES, G' -O" to 13'-8" -13 1 End Wall Framing Option SCALE: 1/4"= 11-0" 3%" METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRIWNG GRABBER SCREWS,_(1) INTO EACH FLANGE 32' METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER) Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 29682-Phone:864-646-7600 These plans were designed in accordance with: 2014 FBC, 5Th Edition 2011 NEC 2014 Florida Fire Prevention Code For Wind Speed 165 mph, Exposure b / Single Wide Metal -Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Approval Stamps: r Designed By: —Project No. O.R.H. 13EN224 - M165d175c Checked. By: Date: C.L.A. 05/20/13 1 �Ir� i Tr f»inaxion il37.s .ToBu&1On s,er,..,.,"• Comaglim • - CODE REV1EW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plan Reviewer. William E. Neary, III ICC # 6185040 LA #000406 FL SMI -79, 5MP-51 j Haney Associates, loc. Certificate of Authorization No. 27124 o.``��iillliiii G�R.yi/, `. .. �No. 68 STATE O SNA� �;•�� iiiillltil-, Sheet Number: S 7 of 7 .141.31. La'.'^: • • • ••• • • • •• •• •• • • • •• •• •• • • • • • • • _ -' • • • • •• ••••••• ••• •• • , •• •• •• •• •• •••• ' Zis TABLE 2A - 165D/170C 30" AUGER ANCHOR SPACING TABLE 2B - 140C 30" AUGER ANCHOR SPACING • •• I :` SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING 71E-DOWN STRAP BOLTED THRU 1 TIE-DOWN�P •• (SEE AMPS) • �. • 1 axa #z ON s' WIDE OR LESS. • • • • ( 2x6, 1) 4x6 P.T. SYP #2 SKIDS • UP TO 16'-0" 10'-0" UP TO 16'-0" 10'-O" --------- FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS • •• •• • ••• • 0 • A. ELSC BE SET ON GROUND). , „TYPE 1 TYPE 2A „ 16'-1 TO 20'-0" 8'-0" 16'-1" TO 24'-0" 8'-0" TIE -DOWN STRAP BOLTED TO TYPE ���� 30" DRIVE 30" AUGER 3 ANCHOR *1TH 1/2" GRADE 5 1/ ANCHOR ANCHOR CODE INFORMATION 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER BOLT MINIMUM WITH WASHERS 11 FOR ROCK/CORAL FOR SOIL/CLAY ` / 20'—l" TO 24-0" 6'-0" TABLE 1 A - 120C CODE VERSION FOC 2014 06' Edition. 8CE-7, 2014 NEC, IRC 2015. NR'A 70 .I • • • 1/2'x3" (400 LB.) CONCRETE • /,•• ANCHORING TO CONCRETE MANUFACTURER LARK BUILDERS �'- WEDGE ANCHOR WITH U -CHANNEL ••• • • ,•,; ,, N. TABLE 2C - 120C ANCHOR (TYPE 3)0 TYPE 3 TYPE 28 V 30" AUGER ANCHOR SPACING SHED WIDTH MAxCO SPACING AGENCY EXISTING 4" CONCRETE • • • • •• • • • • • • EXISTING 4" CONCRETE CONCRETE 30" AUGER ANCHOR WITH EXPANSION ANCHOR FOR SOIL/CLAY SHED WIDTH MAxIMuM ANCHOR SPACING 24'-O" 6'-0„ BUILDING TYPE MANUFACTUREDD BUILDING RESIDENML, LAWN STORAGE CONSTRUCTION TYPE V -B BOLT TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-O" 7'-0" FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE 16'-O" 7'-6" OCCUPANCY STORAGE STORAG/ua/188HTemon ALLOWABLE NUMBER OF STORIES 1 14'-0" $'-0" BASIC WIND SPEED EXPOSURE C/D TIE -DOWN STRAP BOLTED THRU (1) 4x4 SYP #2 ON 8' WIDE OR LESS_ (1) 4x4 SYP #2 ON 8' WIDE OR LES$, 12'—O" 9'-6" ENCLOSURE EICLOSED 1/2"x3" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) FLOOR JOIST t1111 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR LAG BOLT) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND).1 TIE -DOWN STRAP SECURED (2) 2x6 OR (1) 4x6 P.T. SYP f2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 1C-0" 10'-6" INTERNAL PRESSURE COEFTICIENT +/- 0.15 IMPORTANCE FACTOR 1.19 WEDGE ANCHOR WITH 2' WASHER WITH (8) 10Dx1.6" NAILS m.1 ROOF DEAD LOAD IOPSF _ I� �, 4" TIE -DOWN STRAP BOLTED TO TYPE � e 8'-O,. 12'-0" 3 ANCHOR 1/2' GRADE 5 . „ ROOF LIVE LOAD TOPSF OR 3001b POINT LOAD GRADE e ' 9� . < BOLT MINIMUM WITH WASHERS '', 1/2"x3' (4,000 LB.) CONCRETE 5/8'x30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, I�x�l 6'-O" 12'-0" FLOOR DEAD LOAD 10PSF EXISTING 4" CONCRETE WEDGE ANCHOR WRH U-CHANN0. FLOOR LIVE LOAD BOPSF (TYPE 3) DRIVE STYLE FOR ROCK/CORAL , �� r:.'. TABLE 1 - B 1 0C •R" RATING OF WALLS, FLOOR, ROOF WA \ ANCHORING TO CONCRETE MODULES PER BUILOINO 1 EXISTING 4' CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. SHED WIDTH MAXIMUM ANCHOR SPACING HURRICANE PROTECTION USAGE N0 HURRICANE SHELTER USAGE NO 24'-0" `}-0„ SQUARE FOOTAGE 719 SOFT. OR LESS 20'-0" 5-0" REVISIONS REV DESCRIPTON DATE BY TIE -DOWN STRAP BOLTED THRU 8' WIDE OR 1 6'-0" 5'-6" 1 ADDED TYPE 28 EARTH ANCHOR, ADDED LAc BOLT ovT. 10/15/15 MIB 2 ADDED 'L' BRACKET SETUP, ABS GIP NOTES 2/10/16 WE 1/2'x5" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER 2x4 SOLE PLATE (NATURALLY1 DURABLE WOOD OR P.T.) (1) 4x4 SYP (2) 2x6 OR #2 ON 8' WIDE OR LESS. (1) 4x6 P.T. SYP #2 SKIDS FLOOR JOIST 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR *LAG BOLDALL (1) 4x4 SYP #2 ON LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ELSE(CAN BE SET ON GROUND), 14'-O" 6'-0" 3 ADDED S/iB" OALVANIgD CABLE 6/15/16 MIB III 4„ ALL ELSE(CAN BE SET ON GROUND).-� 7-6" 4 ADDED NOTE 11 ON STACIONO BLOCKS 9/30/16 MTB ti ". TIE -DOWN STRAP OR 3/16" �-� 12'-0" GRADE '(SEE a_ GALVANIZED STEEL CABLE ' 5/8•x30' EARTH ANCHOR .11 TITLE: i MASTER ANCHORING PLAN Drawn By: MTB e NOTES) III WITH EYE HOLE: AUGER STYLE ,+ 1C-0" H'-6" a 4 OPTIONAL REINFORCED 1/2"x3" (4,000 LB.) CONCRETE %�•+� FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL Dole: 8/11/15 CONCRETE FOUNDATION WEDGE ANCHOR WITH 2" WASHER $,-O„ 12,-0,. t 151101101111 Scale: N/A 1 8"� Y'— / IXLSTING 4' CONCRETE OR OPTIONAL 6'-O" 12,-0" Moder: LARK BUILDERS , EXISTING 4" CONCRETE SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 2" WIDE 11 GAGE STEEL 'L' BRACKET TIE -DOWN STRAP BOLTED THRU FLOOR JOIST (1) 4x4 SYP #2 ON 8' WIDE OR LESS. 1 (1) 4x4 SYP #2 ON 8' WIDE OR LESS_ TIE-DO ON OR 24 -O 3-'6 wrna 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS & BOLI) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE STT ON GROUND). TIE -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH (2) 2x6 OR (1) 4x8 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). (SEE NOTES) (1) 4x4 SYP #2 8' WIDE LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND), 2O' -O" 4,'-0" (NUT BOLT OR 2k'I.AG y. WASHERS, ALSO CONTINUOUS AND► ��� TIE -DOWN STRAP BOLTED TO __-�- • ATTACHED TO GROUND ANCHOR ON OPPOSITE SIDE 11-� GROUND ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 16'-0" 5'-0" I'1 ' 1 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER 5/8' x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, INIMIIIII 5/8" x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, I ' ' I 14'-0" 5'-6" 10/24/ 17 Matthew T. Baldwin P.E. —Florida -Florida-License #64608 - �- DRIVE STYLE FOR ROCK/CORAL Y1ilegill DRIVE STYLE FOR ROCK/CORAL , 12'-0„ 7'-0" EXISTING 4' CONCRETE EXISTING, \ EXISTING 4" CONCRETE OR SUPPORT , \ OPTIONAL SUPPORT PAD (P.T. WOOD, 10'-0" 8'-0„ PAD (P.T. WOOD. CONCRETE BLOCK OR PAD) SPACED AT 8'-0' MAX. CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. 8'-O" 10'-0" TIE -DOWN DETAILS 6'-0" 12'-0" - TIE -DOWN- NOTES: - - - -- - 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIF1CATIONS QQS-781-H, TYPE -1, FINISH -B, GRADE -1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 13). 4, ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4' COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OUVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) 11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP 70 48" WITHOUT REINFORCING. - -- - - - - - - - - -- - -- _ — _ — - Sheet: AP -1 OF 1