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810 Sailfish Dr - Single or Two Family Accessory Permit i r 1J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC18-0008 Description: construct 12'x16' shed on concrete slab Estimated Value: 4000 Issue Date: 4/9/2018 Expiration Date: 10/6/2018 PROPERTY ADDRESS: Address: 810 SAILFISH DR RE Number: 171155 0000 PROPERTY OWNER: Name: CHRISTOPHER R SUTTON Address: 810 SAILFISH DR ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. PermitConditions J �r of Atlantic Beach Permit Number:ACC18-0008 Description: construct 12'x16'shed on concrete slab Applied: 1/30/2018 Approved:4/5/2018 Site Address:810 SAILFISH DR Issued:4/9/2018 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner: <NONE> Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 2/1/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 2/1/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 2/1/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 4 2/1/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 0% Printed: Monday,09 April, 2018 1 of 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) �� 800 Seminole Road J�J,9/I Acc Cr OVO �r Atlantic Beach, Florida 32233-5445 z. D �r Phone(904)247-5826 Fax(904) 5 81A E-mail: building-dept@coab.us yY Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND-TRACKING FORM Property Address: Q S�-� l�`S� _Department review required Yes No Applicant: L� I, ✓1 PI"anning &Zoning Tremae Administrator Project: �lS�(LtC�� U X b S Y �� Pu � oG—V rTc Public Utilities Public Safety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING / Reviewed by: `VDate' L it IF TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑Not applicable PU WORK Comments: UBLIC UTILITIES Z--/-/ 9f-- PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach "' �T APPLICATION NUMBER Building Department (To be assigned by the Building Department.) i 800 Seminole Road A �"" s) Atlantic Beach, Florida 32233-5445 ~� J Acc �l oy� p � 2o'a Phone(904)247-5826 • Fax(904)247-845 19? E-mail: building-dept@coab.us LDate routed:�.._._ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C) �S'-4-t _Department review required Yes No Applicant: L�4� I �1 PI"anning & Zoning Tree Administrator Project: U I D X VV_ Pubfi Public Utilities--,, Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date. TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road ++ Q Atlantic Beach, Florida 32233-5445 Acc I U b Phone(904)247-5826 • Fax(904)247-5845 J; �• E-mail: building-dept@coab.us Date routed: 3o u V City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( 0 SC4, l s��� ment review required Yes No Applicant: (XJ i ✓I C Pr6hr(ing &Zoning ( 1, Tree Administrator Project: � �U X ( S Y�. Pu i � o�ivT Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [-]Denied. ❑Not applicable (Circle one.) Comments: BUILDING ( p PLANNING &ZONING Reviewed by: / Date: TREE ADMIN. Second Review: [-]Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 / ri y1`Jr, CITY OF ATLANTIC BEACH 800 Seminole Road r �r Atlantic Beach,Florida 32233 "!cv; 19' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3 30^ 1 v Revision to Issued Permit Corrections to Comments_ Permit# -00o C. Project Address l VSq"� l �S � br, *CA(Z tcxkU,FL32253 Contractor/Contact Name C-b m-e /W4, 4 Phone 8 (� �� d 3 0 Email C S-"t-+0 Cd) Description of Proposed Revision/Corrections: Permit Fee Due $ Al 61 60-t Cry's 12 w�` e x 16- 1 Loi 4'J Additional Increase in Building Value $ Q/dN6 Additional S.F. 12-' By signing elow,I �' "� 'J J �n affirm the Revision is inclusive of the proposed changes. (printed name) Signat of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required:J nin & Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services �Sr�lljJ� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road �( �r Atlantic Beach, Florida 32233-5445 .�� i 0 oy o g Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: )a-' l�S O f ' ent review required YeV No Applicant: Ow C&4 Planning &Zoning t Tre ministrator Project: C)54L c I b S Public r� f Public Utilities Public Safety rV% �! SI�010 Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ®Denied. ❑Not applicable Comments: BUILDING PLANNING &ZONINGe Reviewed by: Date: TREE ADMIN. Second Review: KApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: S IeT FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 'rS L:1�`I lj CITY OF ATLANTIC BEACH J S' 800 Seminole Road s> Atlantic Beach Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date _3 1 Revision to Issued Permit Corrections to Comments Permit# Project Address l V ck\ tS bl — A) aKAiZ 3Z23� Contractor/Contact Name Ho lCtw'3 Phone U U Qi�Y 6 3 G Email C S fifo�. 2 v1�at.i , Cy Description of Proposed Revision/Corrections: Permit Fee D Additional Increase in Building Value $ dNe Additional S.F. By signing below,I �' "� J �n affirm the Revision is inclusive of the proposed changes. (printed name) 3 0 - 197 Signat of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: A'Eru ICnnn & oning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH f j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/5/2018 Permit#: ACC18-0008 Site Address: 810 SAILFISH DR Review Status: Denied RE#: 171155 0000 Applicant: Chris Sutton Property Owner: Same Email: csutton72@gmail.com Email: Phone: 850.688.0380 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. a engineered drawings shows the shed attached to some wood skids,but there is no information on securing the shed to a concrete slab. Please submit the engineering for the slab itself, footers and dimensions, rebar reinforcement size and placement, slab thickness, elevation of finish floor in regards to adjacent grade(bottom of siding shall be 6 inches above the existing grade for termite inspection zo , R318.7 Inspection for termites, FBC-Residential 6th Edition). 2. Submit engineering for the attachment of the building to the slab. This needs to be engineered b use of the wind loads. 3. If this shed is built on site you will need to have a pre-construct meeting with the buil inspector before starting. VK-ec_ rn� Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us �' �►^q I e o� Rev -c co, vrV V\' --r 2' '; ' ;o�k � Building Permit Application Updated 5/5/17 OFFICE CCP\ City of Atlantic Beach JAN 3 0 2018 800 Seminole Road, Atlantic Beach, FL 32233 �? Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: S1 JKf k TV Permit Number: (fc- ( g —�C o F Legal Description RE# Valuation of Work(Replacement Cost)$ '/, U IVO Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): ty Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidential7� • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes 6 N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the,�XW of work to be performed: Xib' Wood Araw,e S4-rL4c4-"re 64 ca„ Slab 1 Florida Product Approval# for multiple products use product approval form Property Owner Information Name: ar,i 5 S�ffe,1 Address:_/D f 4,.l 4J4 D� �- city Af faa f;c f3ectcA State FL Zip322_,0 Phone i' ro 6" 103e O E-Mail C14 J42Q,, G mail iCowt Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name& Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and 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 RECO//1/,NG Y(:)PR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed) before me this day of Signed and sworn to(or affirmed) before me this day of e 9 lt by C W iS S►ttkz�� by JENNI JOHNSTON (Signature of Notary) MY COMMISSION#GG 042984 ?* r. EXPIRES:October 27,2020 Bonded Thru Notary Public Underwriters ::Fob a [ ]Personally Known OR L ]Personally Known OR [; ,Produced Identification [ ]Produced Identification Type of Identification: Fl_ O/1J L! s �1"P_ Type of Identification: rS yri,J i`'� }y CITY OF ATLANTIC BEACH OWNER / BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING' MUST BE FOR YOUR 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 IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT FARE AN UNLICENSED PERSON AS YOUR CONTRACTOR: YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. 111. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 810 Sa,`1 �`Sti fir, , j0sv 6J8 03cfO ADDRESS PHONE NUMBER Ari S 5' PRINT NAME 3 /F SIGfqATURE DATE Before me this day of 'JCLn('k��,20in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. / ,` Notary Public at Large,State of �— County of "^kq JENNIFER JOHNSTON ❑Personally Known ,,{{�� n �j MY COMMISSION#GG 042984 IAProducedIdentification- I✓ 6 1 '4 �` \i�-`-n� '*• •.'�" EXPIRES:October 27,2020 Bonded Thru Notary public Underwriters Notary Signature: F:BLDG(Owner-BuilderAffada SID:4l16/2009 petmv '40,40 W NOTICE OF COMMENCEMENT State of r ',.oy- ; Ad, OFFICE COPY ax Folio No. 13V36 /, 0d,00 County of D&t va To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: (p t� fj/rtK S/, Roy&I/,-et 1^,,3 Az #-zftvf as reco-44.,A At n/af /.wok-304--t 6 dA 004,e P"`ere RrArLaae Dav4161111 a Address of property being improved: k1a 1414t-S4 n,-. h4 l" a 17each , F1 3 2233 General description of improvements: Ale i,,� v wood a, —T Owner: 5-4. h Address: f D ,S" GL Z233 Owner's interest in site of the improvement: /0-6 JA nnc it'JQ1 Rm RQr17 n P RK 1 R?R1 Pana 1 Q73 Fee Simple Titleholder(if other than owner): Number Pages:1 — Recorded 01/24/2018 04:58 PM, Name: 411*2/} RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY Contractor: S A-vv�-e- 01-C 0 k-ely- RECORDING $10.00 Address: Telephone No.: Fax No: Surety(if any) N/Llf Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNE Signed: w " Date: Before me this�3—day of�(1A n the County of Duval,State Of Florida,has personally appeared 1%!A A S Ri, S(ADr) Notary Public at Large,State of klorida,County of Ijuval. sKYa�l�l�) #1g4�tP741PaP�o9 o:r.a% Or Pic��NR}?iti9aLltaii�d: \ ` V86Zb0 OJ#NOISSIWWOO.IW N0lSNH0r?J2JINN3r sN� owe RONNIE FUSSELL ((�� 3313180 F .......... �. OFFICE COP9 Receipt#: �O�MGwpo.:a Clerk of the Circuit Court � 9 j F•.O 501 W Adams Jacksonville,FL 32202 9`�arrrr,PP Tel.(904)255-2000 hUp://www.duvalclerk.com/ http://oncore.duvalcierk.com/ Trans M 3414019 Cashier Date: 1/24/2018 4:58:45PM CUSTOMER INFORMATION TRANSACTION INFORMATION PAYMENT SUMMARY CHRIS SUTTON Date Received: 1/24/2018 4:57:03PM Total Fees: $10.00 Location: BEACH Total Payments: $10.00 Return Code: OVER THE COUNTER Balance Due: $0.00 Trans Type: Recording Cash Tendered: $10.00 Cashier: KJEWELL Change: $0.00 Payment CASH $10.00 Official Record NOTICE COMMENCEMENT BKPG: 18261/1923 DOC#:2018018907 Pages: 1 Date: 1/24/2018 4:58:45PM Grantor:SUTTON CHRIS/Grantee:SUTTON CHRIS Recording $10 1st page, $8.50 each add'I - 1 $10.00 Print Date: 1/24/2018 4:58:48PM Page 1 of 1 ROOF PANELS FASTENED ROOF PANELS FASTENED HaIIdI'HOU86S WITH.26'-14x.76'HWH TRAXX/1 AT 6"O.C. WITH 25'-142.76'HWH :.ti�lP..F?0F7A%E TRAXX/l AT 6'O.C. 4_ �1 try i...../ - 20GA BRACING STRAPS ON INTERIOROR O OR EXTERIOR OF END WALL(ONLY). FASTEN WITH CODE I FOR TIO (2)-0.131'X2.25'GUN NAILS OR wDE vE..w /8x2.26'SCREWS AT EACH STUD. OF a Huu HaaTsvwr ono B imm IYaE ATTACH WALL SECTIONS WITH � Lr mE va 5/16"X3'LAG SCREWS O 18' n�aaalEtlgll Na< D.L.MAX. 22-5 MAX ATTACH WALL SECTIONS WITH Rw:suaa�swN snitll Nolo 5/16'-3'LAG SCREWS O 18" a' 'I'U0x O.C.MA). em a stow. BA-YIIND SPEFD Y.-Ildp, 1x4 BELT-RAIL NOTCHED 1x4 BELT-RAIL NOTCHED ExFOSUaE INTO WALL STUDS INTO WALL STUDS ENDLMRE [1pLtm ER PRpSUlE aiFTTIaENf �/-6w AlawnANcz FACTgi 1.1F RNF OFM IaD L 1-11 w 1 INE U ADF�a aus naw UYD Fuwa DWLan lou fL0011 UVE U110 IxaL UDS O 2x STUDS O v'wmNc ar uu,naDa,aoor wA O.C. MAX. 24 O.C.MAX. N lE5 PFN fiUIInIND NUw W aROiE H—E Mo HURRM.V(SHEL1Ea USIGE w SD 1 F9DTADE I.fOiT.M Ua REVISIONS T REV I DESCRIPTON I DATE I BY 'f-/FWALL_OPENING FOR SIDE WALLS ARE VARIES,36•'-D'MAX. TO BE FRA ED SOR E TO THOSE VARIES,.36•-U-MAX SHOWN HERE FOR END WALLS SIDE WALL/END WALL FRAMING OPTION SIDE WALL/END WALL FRAMING OPTION NOTE:WALL FRAMING MEMBERS ARE ".9r MTB CONTINUOUS FROM FOUNDATION SILL To 10/20/17 ROOF PANELS FASTENED ROOF AND SECURED TO ENSURE A ROOF PANELS FASTENED WITH.25'-14-.75"HWH CONTINUOUS LOAD PATH SECURED WITH WITH.25'-14x.75'HWH N/A TRAXX/1 AT 6.O.C. 1.5'WIDE 20 GAUGE STRAP WITH(4) WITHTRAX21 -1 x.O.C. 0.131x2.25"NAILS EACH END, MINIMUM HH-WTA-180C LLJ 1 —.—-xwnu ns"-.w— Qe ra s.x n DFi rzoifc nc onwl Eamlv.,aN O .�,�j�QQ,� a wwa Fernu ca 4.-'i7in'ma oxmwclw zu c l:vl.D®r a 20GA 1.25'BRACING STRAPS ONINTER OR OR EXTERIOR OF END Q � �ia�rlm Dx-sn n ona.TMu Ircx WALL(ONLY). FASTEN WITH Z * MD man m ItxT nE WMIM s¢mlDolp (2)-0.131"x225"GUN NAILS OR a�.maov� l m /8x2.25'SCREWS AT EACH STUD. O 1�'("zudm"'w..�Iw-wws�x Duerc` li O' �nT N.m Q ATTACH WALL SECTIONS WITHMAX_ mlx� -0'MAX. 5/16'x3'LAG SCREWS O 18" ATTACH WALL SECTIONS WITH "^sI^aalmsOO°'a'daw ° �'�o O.C.MAX. 55/11 fi x3X LAG SCREWS O 18' Of Of 1 Inca nmu.�w.lo�u w�c zm Imp la a.lmna ' 1x4 BELT-RAIL NOTCHED 1x4 BELT-RAIL NOTCHED Q \\\``NI T.I''//// INTO WALL STUDS o INTO WALL STUDS O `\\��.�.............eq� _iCENSF 2x4 STUDS O ?7f 24'D.L.MAX. COMMUNITY DEVELO 4• s : VARO STATE OF APP^ / JFIONA VARIES.36•-0"MAX IES,36'-0"MAX. I'm IWO `(\�v Q W FlDHdo Ueanee Matthew T.BD jn8480P.8 E. SIDE WALL/END WALL FRAMING OPTION SIDE WALL/END WALL FRAMING OPTION Q N Shnnl FBPR-3 OF-9 Handl-Houses. ROOF PANELS FASTENED ROOF PANELS FASTENED WITH .25*-14x.75" HWH WITH .25"-14x.75" HWH TRAXX/1 AT 6- O.C. TRAXX/1 AT 6' D.C. CODE I FORkTION WOE iO�- VUS" WAWJrwp SEE ROOF FRAMING CONMRUC"�E 1. SCHEDULE FOR RAFTER AND BRACING SPACING m sym ocwvAWI mor srawrs ATTACH WALL SECTIONS WITH WRD 2x4 STUDS, SPACED AT 5/16"x3" LAG SCREWS 0 18" 24* O.0 MAX. D.C. MAX. Wvbn 1�co--w W—AN.1ic1011 mor Dmn — u2 da x/A U.—AW c 3 HUrJWAW VMM usrcE No 20GA. T-WALL BRACING STRAPS 501""E mvr.cE ON INTERIOR OR EXTERIOR OF END REVISIONS 2.5*x.5" CORRUGATED WALL (ONLY). FASTEN WITH REV DESCRIPTON DATE ErY PANELS FASTENED W/ #80.5" (2)-0.131'x2.25" GUN NAILS OR — WOOD SCREW AT 6" O.0 OR EQUAL. 2x� STUDS C #8x2.25" SCREWS AT EACH STUD. — 1> < 1"24 D.C. MAX WT8 16,0" MAX.— 10/20/17 -- N/A TYPICAL FRAME SECTION VARIES;-6'-O"TO 1,3'-8" HH-WTA-IBOC L'J TYPICAL END WALL FRAMING 0 mArc — 1,6 0 ;T"'A---' :2 12 COMMUNITY DEVELOPMENT SEE ROOF FRAMING SCHEDULE FOR RAFTER AND APPROVED SIMPSON HTS 16 (OR C BRACING SPACING EQUAL) AND (1)18' METAL [if STRAP AT EACH RAFrER < ATTACH ROOF FRAMING TO TOP PLATE OF T ATTACH ROOF FRAMING WALL FRAMING . ....... j 0 .•••"" TO TOP PLATE OF 0 ICEN W, WALL FRAMING (1)18"20 GAUGE METAL STRAP I ATTACH TOP PLATE TO STUDS 20 GAUGE METAL STRAP AT EACH RAFTER SECURED WITH )l W/(2) 0.131"x3.25" NAILS. ATTACH AT EACH RAFTER SECURED WITH (4) 0.13lx2.25- NAILS EACH TOP PLATE TO RAFTER W 1%"x3" LAG (4) 0.131x2.25" NAILS EACH END, MIN. (OPTIONAL ADDITIONAL I SCREWS 2 18" O.C. MAX. A 2x4 STUDS SPACED END, MIN. (OPTIONAL ADDITIONAL SIMPSON HTS 16 (OR EQUAL) 11 AT 24" O.0 MAX. SIMPSON HTS 16 (OR EQUAL) p. STATE OF 41 0 OR SIMPSON H3 AND (1) H8 2x4 STUDS SPACED o AN L 0 R IOP 4,, ...... ..... (OR EQUALS) AT EACH STUD AT 24" O.0 MAX. / ///II0**'I I I I 100 §i M.tth.*T.13.101.P.E. OVERHANG OPTION DETAILS Florida License 64608 # Sheet: FBPR-4 OF/9-�' SKID RUNNER SPACING* SKID RUNNER SPACING* �Ddi'Hou " UNDER 30' LENGTH 30' LENGTH AND GREATER SHED WIDTH A B SHED WIDTH A B 6'-0" 15" 42" 12" 24" 6'-0" q—'IF 18" 60" WIDTH • 8'-0" 16" 32" •' 10'-0" 18" 84" 6-0" TO 8'-0" 2"x4" 24" 84" > 8'-0" 2'x6„ 10'—O" 20" 40" ME vu" CODE I OR TIS 11'-0„ 22" 44" em ec, xua lac Ma11a Trac 28 84` 24" 46" Eaax nxM rac r� 13'-0" 36" g4• *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE nc rwEs ah ci STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 13'-0" 26" 52" 51 "� eaE 13'-8" 40" 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND OCUP� IBIE Nu em aF wP ARE INTERCHANGEABLE. 13'-8" 28" 56" Macmw- DaaSUPE -VALUES ARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST oSURE pjpO� TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. NRFfN�LE NCIM I,te 0'-0" MAXIMUM BUILDING LENGTH — 36'-0" MAX FOR VAULTED ROOF °orvrt n�Dn mvwmFOEa Pu 16 O.C. MAX. FOR 2 SKID, 24" O.C. MAX. FOR 3 SKIDS M1Dae Pua»u e4 mm�Ins IDM vers T'MIaIG Of RDG2 RaOF W IES Pm SUIWya I NURR IiNE PP01lCIpN UYGE Ip Htatl1EYRE SHELIFA USICE M SWNIE nJOUPE Q REVISIONS Q REV DESCRIPTON DATE BY Po t 10/20/17 N/A HH-WTA-180C Biu lal rur or Ic ouw R uo.la ,J z nw easp° i �rse omoF m°onmlw W ��a, mw nlma....w+cll � t�ian minlw dal Mu:�i c..r.avr�s -- -— p Mw'I�1M "��ET,Ic wll4w w rl,ae D aa.a®.an I.Aw Iwamli "" p Q s1W¢�ao�w mtH M MYNA (naeCA YIINIF.MllpNl!AI¢,I°I Ilpl°m IOR SpWFl Z NaMf� T. ��%%A,-,��c Ns BA'�� p F Q ��� f/ OF p i�c�''•. FLORIDA ,:'����` P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 _ L 4'-0" i� F .......................... .................••'.& JOIST SIZE, SCHEDULE FOR FR SMINGZES S.Y.P. #2 SKIDS OPT 0 OR PORCH � '''' Of Matthew T.BPldein P.E. 2 & 3 SKID FLOOR FRAMING PLAN o Fl°"°°`"°"'° "`°8 T •.., ..._.r"e"p.* ."°!. ..- -' - 4. «_ ...-._ .' - ... .�.... _ .-._�. ... Handl-Hoaxes x, ;SETFc 70R�19:E CODE INFOR TIO _ 1}"x1�" NOTCH moE vERsaH j FOR EACH JOIST uR,u.TURER Hun Ra,s vwR..enwa mwa 9E CddtR11CIR1N 119E Y-B ATTACK JOIST TO SKID WITH A"x4" RRE wrRREsM"MTEM ROME LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING X4 vnw SPEm w-+aon+• EID MRE < 12" LAP SPLICE FASTENED WITH (6�"x4" EwcEowRE aoo® LAG SCREWS ON INSIDE, (3){%"x4" LAG JOIST TO SKID W- `� CO SCREWS ON OUTSIDE (9 TOTAL) RoaE oEin mw ++as RaoE uvE 1ao 000e.oErt uu CONNECTION LM ll �S. Raa w RE�BURPNa HURPFW MTECIIUN U—E Ha HURRICANE SHEETFA UWE NO 4"x6" P.T. SKID SPLICE �aAREnaEA� . .a� REVISIONS REV I DESCRIPTON DATE BY WALL SHEATHING 2x4 WALL STUDS 0ia.ey wre SIMPSON H-3 9E 20GA. STRAP SOLE PLATE SECURED 10/20/17 WITH (4) 0.131x2.25" NAILS AT WITH 1%"x4" LAG N/A EACH END (OR EQUAL) SCREWS 018"O.C. HH-WTA-1800 wun AR Rol ewe of na rux><r wn ux FLOOR SHEATHING J xna: n<ncoewo aRAnp 6 FLOOR JOIST p �R.ry> ate.a A Nmm. R.Ru"AK+w a 1YM14 oaaa n .Ia oom ro 1a.nc wYN svxAma X1.5 � ---- TV SENCO K28 (OR EQUAL) NAILS, TWO „° '»o;°l)a ,`"°< ROWS 1.5" FROM THE EDGE, ® 12" Q D.C., STAGGER ROWS 6". - - ----------------- no.v Kmwmew uc Hm..oarowiw Z cna.al�...w.o«s.EE No<Ra,m•oR w+wax 3"x6" SPLICE PLATE FASTENED WITH 2x4 BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT 0_ � (5)-SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE)END JOIST Hlo H (TH 3) 0.120"x3"SECUREDNAILS ```�%�W.T. 40 NAILS EACH SIDE SECURED WITH 3 0.120"x3" ( ) 9 NAILS ®12"O.C. STAGGERED EACH SIDE STAGGERED O � ' �1GENSF O Q ;• :�L (2) 2 "x6 " P.T. SKID WALL TO FLOOR _ °� � . N SPLICE/SECURING CONNECTION DETAIL }1 STATE OF ?(V` J Q ��i�0AN .• F L O R I D A S'•••.•.......•••... G�� _ W.M.p T.Baldwin P.E. OFlaAdo..no 84808 FBPR-6 OF/9'9 t T • f f' ,t ,'�^rr[ b`rtf!:��` t� ?�► eJ�t �' �' {. i `"�spF:' y''� �'`t 3 �If}I'g0U681i,� HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS '.ti'rfr 7n57191E *NOTES MITEK 2"x4" OR EQUAL TYP. 1. THE OPTIONAL 1/2- PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. 2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. J� 3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 4. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS, coDE i\`oR noN 5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED woc Mao ur PER neq wie�uwwicn°+a txetaN°mE 2"x4" TYP. Mcr MSTM xnc SINGLE FLAT R� (2)2"x4"WITH OPTIONAL 2"x4" HEADER NUMBER a sroRirs 1/2" PLYWOOD OR OSB BA9C w1ND spm X1°"^0^ FILLER OR 4"x4" (2)2"x4"WITH OPTIONAL ALUMINUM DOOR anmtw. 00U..wr 1/2" PLYWOOD OR OSB SKIN EXTERIOR 1111 1ANMF1'a" '•'° noon oriD Into inr FILLER OR 4"x4" Roor M LOAD a moa r°ea wD 20GA 1"WIDE STRAP OR HDaR orno tDID las EQUN. (SEE SHEET 5) nnan ac iD.a tmRr A'MNp a .nDan.aaar W° �a Rm tRniuNo WINDOWS* 3' H. s°„EL N E �R (2)2"x4" OR 4"x4" WIDE OR LESS te"""a° ''°°°�-'� OPTIONAL WOOD FRAME REVISIONS REV DESCRIPTON 1 DATE BY WALL STUDS ;tia DOOR CONSTRUCTION DETAIL (2)2"x6" WITH OPTIONAL 2 2"x6" WITH OPTIONAL EXTERIOR O RUN HEADER TO NEXT 1/2" PLYWOOD OR OSB 1/2" PLYWOOD OR OSB SHEATHING STUD ON BOTH SIDES Di Sr. Mrs FILLER OR 4"x6" FILLER OR 4"x6" J W 10/20/17 l � t v" 0 N/A 20GA. 1"WIDE STRAP OR k20GA. 1"WIDE STRAP OR 12 x12"oR 16"x4" BETWEEN HH-WTA-1800 WALL STUDS. VENT IS SECUREDEQUIV. (SEE SHEET 5) UN. (SEE SHEET 5) _"4 TO SHEATHING AS PER M w.Re we Rm Rxr a ne Rux v wo w¢ MANUFACTURERS INSTRUCTIONS Z r roue rc Dern mtmRnicn HYDROVENT DETAIL o :_ rx tea:, .+ 2 2"x4"w 2"x4" (2.)2"x6" OR 4"x6" �OPTIONAL� of ""�""°°°�`""`""" InP011f IID COaO®IL41 M IMMM f61YAtOO _Side Wall Header Schedule 0801 Buidling Width End Wall Header Schedule 180C e � "`& � �nM.'�emK Duo Ir.�,>,+Rw o.>I�"�i:" Fasteners w/o strap I•"­= wm III—.I.w eaM�MT a be Size{d,g} Up to 14'Wide Fasteners w/o strapM (each endxc} Sized) Max.Span NJ{b} " sM Max.Span NJ{b} (each end)(c) p a Mmli �.=aar 1-2"x4" 3'-0" 0 1-2"x4" 6'-0" 0 3-3"x 0.131"nails 0 s ""°""°"®a+n1°n`mC'1.5.l {f} 3-3"x 0.131"nails ..Raa a M 2-2"x4" 6'-0" 1 6-3"x 0.131"nails 2-2"x4" 9'-0" 0 6-3"x 0.131"nails eR a n "'"`""`" RYPaft a.Tabulated values are for No.2 grade Spruce-Pine-Fir lumber. a.Tabulated values are for No.2 grade Spruce-Pine-Fir lumber. �' b.NJ-Number of jack studs required to support each end. b.NJ-Number of jack studs required to support each end. T• ......... c.If over 3'span and no straps are used,header must run to next stud. c.If over 6'span and no straps are used,header must run to next stud. d.Includes 1/2"Plywood Filler. d.Includes 1/2"Plywood Filler. J e.See header details for alternate layouts,i.e.2-2"x4"or 4"x4' P.T. e.See header details for alternate layouts,i.e.2-2"x4"or 4"x4"P.T. 'NO—STRAP' HEADER DETAIL f.Window header for window openings that have more than 50%combined stud wall above f.This table is only for headers below the endwall truss. Use Side WaII MAX. 8' SPAN 0 bk ?�7V 1 and below,otherwise use door header schedule. Header Schedule for headers that break bottom cord of end wall truss. _ g. The header can be attached to the top plate and thusly have the combined strength p., STATE OF equivalent and use the maximum span stated. See header details for equivalent sizes. 0 �i��n•., Ft O R I o A •,:���� Z ..................G '/,,,/O N 1 J W Matthew T.Baldwin P.E. (� Florida Uaense#64608 Is-1: FBPR-7 OFX Fastening Schedulefr} M.Jpw to band lent 3-l6acdamon(3lrrxo.l3b) &ndA'g0US86>' e-T x 0.131 labs bce MI ;yr YF.F?^5!19!c (FBC Table 23x.18.11 ale la. Connection FsYan)n . L-thul M.Ledger.mp 3:1.mmmon(31?x0.182) 1-T.0.131 roll. Face tell et onJoint I.Jdet to Gill or plmer 3-mcammom 8117.0.131 unhull d-]'1/ Ma 3-T ca 1. s 31.Wood anictuel panals and pam<bbaehile) I am baa "..I.q) 2 Botlgtnp to loan 2-m ommonRt/7x0.131 Suicide.and and 44ll.hesninp 0o kaming) 23 I°-x0.117 hid(n) 2-3 x 0.237 nelle nen.P e.cM1 eM xge(a) �T� 2-T 19 tta les 131P 16 3.1'x a subtoor or leas to eaaM1olat 2-mcommon 1/7x0.131') leo.hell •'�j'l 4.lMMlihN l-x6slAAcor to each Joist 3-mcommom trz'x 0.131 hce nein Snple Aar(combinalon-Ac«-ho-yon-tto 1913Z to WT M(d)or wpi) 5.7 aubAcor lo'aat or 9INer 2-im common(31rz•.0.162') dim ane hce hon fanning) 2 318'x l"I nsil(pl T o.c.Edges and!Imemedbta,r o.c.a •�" 8.Sob plate to pia or blocking 1m(3111.0.135'at 16'o.c. i 16 pBelP) m.P-am cJaddn sopa stop 1-3 T.0.131 mills a,c, TP-bce nen eats foebrto Figure 30.51 of ASCE 71 CODE MFOR n0 Ila gape snPles at lz o.c. 11/8'tolllr 101M.81(d) Call VERSION za se uF ER rtua:xwwFaCMa9 sole Plata n pial at blocking a bleced wall 3-16d common(3117.0.13511t 1r o.o. 314'and baa ed(cl INJUHe TME panel d-T.0.131'rale at 1To oe. OncN 4411 panel d-T 19 Wstaples N lWo.c. 7/8'10 I. .glen rolRlnuClloN TPE v-a 7.Top pale 10 stud! 2-led--(3""•x 0.162) 1 UT to 1 111 1 a«m me PAalEcrl0tl kola 3-T.0.131'mile em mil 32.Panel Wing(to h ningNq) i/2'or less 6d" FIRE SUPPRES"StSTDA Ii011E 3-1 14 ala lea s°• -1A 1 valga. B.Stud to sale pial, a-m common R 1/7 x 0.131-) M.Fibaboan ahealNnglg.91 trz'am leas No.11 page hoofing null(h) ALLOWABLE NU BW Di WORM 1 Bd,omman roll(7 x 0.11r) sASnC YANp SPEm 4a-tµpi 1-T.O.t31'min til-11N0.1°gape anple(n OffO6URE 3-I la gaga step.. 25J7 Na.11 gape roAnp mB(N) ao.e.Edges lmermMhle QKLOAIRE �� m comma hal R 1?x 0.131] 1X81004.Pe-MIEFFIC r 2-im co mmon(31/7.0.182) No.18 ale a IeeaeA rXIrt 3-T x 0.131'min end mA '•1e X.nteml pnell� va- +401 q..n ROOF OFAO IL10 las 3-T 14 eta b. 31B, a o.c.Ed tl Interm.tllae ROOY IIyE L41D alas sae roNr tour g.00ubb grog. lad 0.l 1' i at . 4c. . hone.or m.hon.ins poole 1. ua ..cep when of .neige 7 x O.IJr mil al e•0.4 rota nn F1DOR oFAv,4aD °ass T 14 "Up"' alb-o.c. b.Ne a.ascent.16lnchea on cema.1 edpa,1]Inches at Ytamadaa.upped..sept a inches a supports lean ap.te.n 45 Inches or nlor.F«mang or 1108 uw LOAD I- 10.Douse IAP Win nae(!Trz'x 0.135 el 1a o.c. wood slmctunl pens as p.dklebanl deplr.ms and shwr 441.,Mer to SM.n M5.Nein brwatl ahosetnB.a pnr4ft.d as b common,bon or laahg. TY MRN9 a Rml,R1Df WA Tx0.I3r teB el a•o.c. Typical lace hon c.common or debmled wd(ed-7.0.111:m-21rr.0.1Jr;1m-T.0.1a81. to eEn lalar110 1 T19pges.pe.ae-oo d.common(m-7x0.11r;m-2Irzx0.131;101-7x0.148). 1avavEPhtllECODliuvaE 1 e.0.bmlad shank(6d-rx0.1IT;m-21?x 0.131';lm-T'x 0.146"), HUstial 1a"remu u Av OoliNe rap p.tes 8-lad common(31/7x0.162) No L Comsbmeeslanl eidag(°d-17/6'.0.108;m-2318'.0.128")or calg(m-2'x0.099•;m-21?x 0.11T)mil. mWtr NOTAGE L� -aLLm 12-T x o.131•rel. aalbe B.Faslaan.pad 3 ixhee a canter at erten«edges and 6lmhes on center at imemedlate suppod°,when used se sthoctohal sheathing.Standing shaft he 0 REVISIONS itahas 4n center a the em edges e121-on.-se ktemasae auppne d netelmmunl.1husl ug. 12-T 14 an h.Com:ks, siatanl wing mile v41h 7116-Imt,dal-ar Mad am 1 In-aVh ler Ininch sheathing am 1 3161neh length ler 25Mmaich~10itg. REV DESCRIPTON DATE f3Y 11.Bbckug..Meeh pots«sten to lap glen.3-m commonal112'.0.1317 I. Common:ialem.!apes with homhl7/161mh emwn or 14mh scan and 11/cinch unit.ler 1124mh sheWhing and!11/2•inch knoll ler 2&/ nth ah.a 3-T x 0.131'pile toenail Panel supple m 16 Inches(O Inches Ir strength eels In the long dlncllon mthe pane,unless she Iatf a m.Mad). 3-T 14 P ata lea (. CealnB It ill'x 0.0�")a1'Amsh(1 117 x 0011')hells.pad al 81mhea on penal edges,121nehea et INermedele aDport.. 12.Rim pie to top pale m(2117.0.1311 at S..,. k.Panel auppm.124 lmhes.U III«lnbh nail.spiced.16lnchn on panel edges.12 Inches.t Mohledlae aupprt.. Tx 0.131 tell.a 60.c. en.il I. For moiaheatNNapol-kne,lis nen.R-x0.11T)an the minlmum n9ubad br 400°at«ctialAmro. 7 14 page ahplea at S o.c. no Slap..Gall hew is minlmum croon-19f 7116 hall. 13.Top pates,lap and-heactl0ne 2-tm common(31/7 x 0.162) n.Far hoof sheathing appbalone,bela le ptl a ce4lmheon cents,center at smhes ages.6 Iat still madppda lele au . 3-1-13,0.131-min face mil o.Fasteners paced at 4Inch,,on c.ma,at edge.,8lnchas at Imem.dlata supports ler tubMwr and will inching aM 3Inch,,on came,as..gas,61mhn at 3-714 ata lea intemedbte supports ler roof sheathing. Omen BY MT9 11.Continuous funder,"'pieces 1m common(3 112-.0.1671 16 o.c.Anng edge P.Fasteners spaced at 4 inches on came,at edges,81mhes a1 Intemedlate uppods. Deni 15.Ceiling pias to pale 3-m comnron R 1/7 x 0.131 9.See Fastener Anemsa Schedule. 10/20/17 5-Ts 0.131-mile latero r. Fastener meat he imlabd nilh awn spacing Isid-them actual attaching member. w (See 3-714aa lea tJI N/A 16.Continu«ahead^natal 4-mam71Aj 1217.Calling).late ap owr partition. 3-m (3 '.0.135 -rhu ,Tla.08 10A.1 HH-*7A- 1800 Table M)e.10.4.1) T.0.131 hell. hce hall connection Fapnin O 4-7 16 DTs s ALT 3131.Wood ill-ural pines alb p ul-si tm Ill am ed. 7'.O.Og2 Ring Shenk N.A- O ^Iix Lee 11PI cher ane"n Ala es: f8 Ginning plats to pnlbl ehn 3-tm Ammon(3117.0.135 mlmmOln,Toe 2]06.10.1.1 Sublcor,molam wan.healhim Oo hamkg) S M1ornl 10'o.c. z na�oaa• R eloar oxleavd0k (See Table 2308.10.4.1) d-r.0.131 rail. g, 1'a woa sarauAla ha a-7 to page pl.pn ace it Strap b Simpson Strong-Drive®SD Screw Schedule Strap S Fastener Schedule{a} O A'1u wGh'Anrp raPe�anar tat,:a P.IM10..c. Uplift W.II boner Rader Falhhar Plain F.aener P.rl°f0... UPILK Wal bNener Rafter Fasener Plate Fass-er Z Mr and 4a R 1 Ila,rise IN.o'keel"A1 pan iBp .Rater to ate 3-m common(2 117 x 0.131') Ht 435 - 65p9xt.5- 4SOBx1.S Hno t 400 - 6ad11I5' a5a •elmoa a w- T. ^ane mu law 3-7.0.131'mils 3-714 gage shpba toenail H112 750 - &SD10x2S 85010x25 Ht12 750 - 81ms2.S 8-1Mh25 O T. 1aa�aPmyl.enitrr ll[WliN svfte rola IW 485 SSD9d.S SSOBx1.5- 2S09x1.S IVA 485 5-°bd.S 6Bdi1.S 2ddld.S ,emalxi Fm he 1�1 N^ H2.SA seg - 5sD9t1.s ssosll.s H2.Sl s3s - sad sad [Y `gin M.I'Dmgoml«ac,b each am and pate 2-m common R vt1.s 7 x 0.1313 H2.5 410 5-SD9sSml qfi- H2.5 410 Sad Sad Q lam"�+ emsnates z-T.0.131 nen. once hill H25T pas ssD9xl.s• sso9xl.s 1a.5T sat° sad sad 1BG Rao senna hen w as 3-T 19 sl.In `sM,va 1'¢f,0a m MAia"indor rat use t^ 21.1-.T IheatN to etch bad 3-mcommm 1/7x0.131 hce tell H2A 466 75094.5• SSOBx1.S H2A 4B5 7Stls1.S sadill sat fie Z aNxAAneN aAa-NP1.lI�'R� 71 WMnr lh°n 1'x a sheaW la nein ba. J-m common R 1/7 x 0.131 boa tell H3 320 L50W 1.S L509.1.5 M3 320 a8e sae Orotont.e9tino�iln v m 111 m a30Bx1.S "wN.S - FM 235 18tl 4Sd roping sa[aconin[ INN 23.Built-upamaalld. lm amma(3117x 0.1627 2re.c. wlnr - R.R.rlb) Hs ata as0ml.s asDe.1.5- Ii5 4.ea 4d] ,rvnve a 1K omsMin xor gem ro maga T x 0.131 halle 1To.e. LM-12 m °SDBxl.S a-Sml.S LTS-12 820 emilki .S 5.1Od11.S ~ (naeoa rnmlcr aaanE AR k«ead-1'a Fwosa. 719 eahplis tao.c. LTB-16 Ion laliml.5 8509.1.5- - LTS-16 820 8100x1.5" 6.1 mx1.S tensa oingn 24.BWIWp girderand beams 204 common(1x0.187)a13r cite hce hall'!topaM bolt-la9gereda LTS-18 1235 85D9s1.S 6509x1.5" LTS-18 820 81mx1.5" 8.1mx1.5' \\\t {��' Txo.l3r hila et z1'o.c. appsll.alae. LT5,20 '215 643ml.s• 65 Dgxl.s• - LTs-z0 620 al0dxl.s 6-10ds1.6' O \\ // T 14gMe abpb.at 24'0.4 MTB-12 figs ]somis• 75Dw1s• - MTs-Tz eco a1om1.5- >-tmxls - 0 \\`���g`N.............. / MTB-16 1075 7509x1.5 7SMI.IV MTS-18 880 7-1odn1.T 7.104 1.S / 2-20c«nmon N•x0.197) MTS-16 1255 7SM1.S 75DBxl.s MTs-1e e6o 7.1oislm- 7.10ds1S �\ \CENSE `•.��// 3-7.0,131•m11. feta rein el sloe-lischaplice MTS-20 1255 7-SM1.5- 7SOB.1.5' MTS-20 8B0 7-104.1.5- 7-11kx1.S 3-714 etepaa P-mals. Uplift Column F.eener Rafter Faaener PctMD.e, 118 COIMnn Faa.n.r Rafter Faean.r Q;• 25.7 ad. led......(3117x 0.187 .l eacf be.d .21 - 2-S09s1.S 2509.1.5' A21 245 I.1Odx1.5' 2-tmx1.T 28.Collartla to rear 3-lmcomman(3'x 0.148-1 PortM1 A. - 4509.1.5 4509.1.5 Porth A. 585 at0dx1.5• 411Nh1.S iE�kSIV a-7x o.iJl relle hc.nil A3J - aSMI.S 1509x1.5 A33 750 atm atm J 4-714 .lapin Partlp0.e. Lift Wall laaener Floor Febmr Parl^Dec. IR W.Ilbaaner FborFalse- 77.Jack ter to hip 3-lm eommon(Tx0.198'1 Wall to Floor(. LSTA-18 1,235 7.509x1.5 7509x1.5' Wall IO FIoore LS -18 1,110 7-1m 1.1m 0-7.o.1J1 mill .hall P.d^0.s. U lift W.11 keener Floor F.lener Pal^Dec. lift SBM b4.nsr Head.,Faabns a-7 laxge still.. W .tL STATE OF ;'�` TIe�Oowna 20Ga.1-1/a"Wlae 4,725 ]509.1.5' _ Haedar{d) �S5 WR 53x0.131' S3k 0.131' _ �7' 4 .rax 30•Ammr 4,300 nP4o,41,60.91 a,72s SJ.0.131' sax 0.131' / F L O R 1 D P \� 2-tm common(31/7.0.182 a. Only needed on aluminum shealhbg vmea. ParIMT.e. IR Wall,._. Fbor F.aener U ///��'••• :•G\\\ 3-7.OAM'tell. he.tell b.Header owr 6 pan. 20Ci.1-1/1 Wld, 0,725 "dids,.S - / 11' ••'•.......• ` \ Anchor 4,3C)l) 28.Roof neer to 24e dogs Beene 7-3.0.131'nm'3 112'x 0.162") Tpnall b.Rll Is to scud wa00l�m at nwry i �ler N"sal°can be awry other ler (yJ 3-T 14 gage ao.,a 1a o c.EM h n9ukad on comer aha suds eclacem to comers c.Only maaea a alalinan 8 Nnyl sheathing weld. Z MdtthaN cT. se#6win P.E. 2-1m cons (3vr.0.1671 a.Haden owr6 Florida Ueenae 64°08 3-Tx 0131'teln .ca hall .pan. 3-T 14 p,arrive S),aet: FSPR-8 OF HMMIHouses w :V�'fFE?:5'A 9lE RAFTER SIZING _ STANDARD PITCH WIDTH RAFTER SIZE 6'-0" TO 11'-0' ' #2 S.Y.P 2"x4" 12'-0" TO 13'-8" #2 S.Y.P 2"x6" CODE INFORMATION coot vuelw ROOF SHEATHING OPTIONS: DESIGN PRESSURES VAULTED PITCH xeIOR1O 1mc — BOX RIB ALUMINUM mxRmucnogm[ •a — 29 GAUGE STEEL AG PANEL SECURED WITH MIN. ROOF +27.8/-94.7 WIDTH RAFTER SIZE na vm[croH ROR= 2 5/-29 +32. . #10x1.25" SCREW W/4" HEAD OR WASHER ® 8' O.C. WALLS/DOORS/WINDOWS 6'-0" TO 8'-0" #2 S.Y.P 2"x4' — STANDING SEAM STEEL RASM MHe"gym X06 v�Ieao — ASPHALT SHINGLES OVER 5/8" OSB j 8'-1" TO 13'-8" #2 S.Y.P 2"x6" c R(IFA1lLL PRESRURE mmlc[NT ./-41N =U 1UAXff7htM—BUILDING' LENGTH — 36—fl=—blA�( F VAULTED ROOF ~AH F. e ROOT WE lOeO m rept leen I—R Run LOAo ROOR II.E IL1O 1t•RATRO 01 AIOOII,ROO! WA lES RF BURORR' 1 HIIFn AI'IE PRDTEMM IISILS Ip VAULTED VAULTED MM SHFITER USAGE NR SLOPE SLOPE ' i W REVISIONS �. REV DESCRIPTON I DATE BY p 1 p C W STANDARD J SLOPE I)— . NTB 10/20/17 N/A HH-WTA-180C p 2x BLOC<ING TO MATCH JOIST SIZE ARARR AS —nul__- o ~ STA DARD :RIDGE GRADE SPACED ® 42" O.C. MAX., A MIN uM �°i 7.=ciuR�R W ,./u uRIRn OF SEC I S OF x B CKI Q I G IS RERED J ROOF FRAMIN 24" O.C. MA F ANY SPANS OVE 11'8" wom�RemReEncKuwwsmrAna Q> STANDARD pZ 72 LLJ `uuapmTJORr'owiu-mwee=1RRp-oN.R"r�kRfRear RorwR�owo� :_ R.rcWr = =17 � R.A�weA�u�. II""nr Iaoai.I.eRaRs mtt A�im Q 'm nom m`J1'o =imRin s M Of 1eR�ufi .m"ro i i'ro Q a nc aOwnYOrt uR Mm caRcr m RRVRY (new nmu.1 Ar.ows ua Rm maa,a 1NmY>< 1,EW.......,Bq O A, �,\CENSE '•,�&/i O sty W- 7 '41 - --------- --------- - � i�:• STATE OF RAFTERS ARE IN—LINE WITH WALL STUDS �i�T'•.,,F/ORIOP ;•'4'� ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH 3/ONAt G�\` /////11 I111\\\\ WM.tth.*T.B.ld*l.P.E. O Florldo Uoe—#64608 o' Sheet FBPR-1 OF 9r Hudi-Houses s WALL SHEATHING OPTIONS: cYF70GJi` — BOX RIB ALUMINUM NOTE: WALL FRAMING MEMBERS ARE — TWIN RIB ALUMINUM CONTINUOUS FROM FOUNDATION SILL TO DUTCH LTWIN IB ALUMINUM ROOF AND SECURED TO ENSURE A — DUTCH LAPSIDING STEEL SIDING CONTINUOUS LOAD PATH SECURED WITH 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)SECURED WITH 1.5" WIDE 20 GAUGE STRAP WITH (4)0.1,31x2.25" 4) r 1 1 0.131 x2.25" NAILS EACH END, MINIMUM %"" MIN. #10x1.25" SCREW W/4" HEAD OR WASHER @ 8" O.C. CODE I FOR no — 8" T-111 WOOD SIDING A" —1W.=' Nwp 1w11¢VNM/GRRONO — HARDIE PANEL STUCCO AND T-111 SIDING OFRERBUgD«G TYPE CO "IISIRUCIAN T9[ — HARDIE BOARD SIDING 2x4 TOP PLATE niiiN .`�'E— POLYCARBONATE GREENHOUSE PANELS F.�PP"Q� END WALL —1" CEDAR SIDING I I1k aw10WNR2 hll SFA Q SfdRE4 MSM VI,NG SPFED W-tegrpn EXPOSURE / ENCLOSURE OpLfm IIAFIit1I1 PRESSUR COf35%RNf // / / // / PCG£OFM lN➢ / ROCP LNE LMO APRE aA AOR AOEII Iqb fL00R am L_ 11000ARO D< RWi W / IES PEA PLU,O , HURRf PROTECTION USAGE M.MNa H—CANE SHELIEA US 1p / I / / SgUAE fOOTIGE tlw l03T.M IID REVISIONS REV DESCRIPTON DATE BY MTB 10/20/17 / 1x4 BELT—RAIL NOTCHED N/A INTO WALL STUDS HH—WTA-180C _j �,r R.ue ue Rmmm�nWW., ns ALAS r nla N¢ Q :°ri�iu'ug1�DUOgM nc oiGw+mHmwLnw L . rtR mI0R1+,SImfclRdl"L EE E_>.,.1—b END WALL """� mA rtRU HN[Rw0 YYN maE »a Daae ro vuT n<uwEuu wPm,aaaw D `aa°o` IR'wAl ':aXi'F,R: ,m O �Ivw�Tx awE a:a u q R "cam,: 2x4 SOLE PLATE M 2x4 STUDS @Qac=m° RaM 24" .C. MAX. FLOOR FRAMING � v nt mMUbR due Rm wets m Eeeua (�nmX.T wnowi.we Mm ImRwn mt wRaaw>. � owe a aRA �EW.......... 0 ��'� :'• V%CENSE •••':�lyii 50'-0" MAXIMUM BUILDING LENGTH — 36'-0" MAX FOR VAULTED ROOF s��� STANDARD WALL DETAIL o ��:• STATE OF 1j" ........... G�``� -j MailhRw T.Baldwin P.E. L'i FloHda Lk.nee#6460a p Shgat: FBPR-2 OF o9' ROBIN BUILDERS ' INC . o.0 WNL 0 -, L PONS, GEORGIA =_^" jp O I �o N O N J N J U 3ma 0 F- J •• /90B N W 0 GENERAL NOTES Z••00 <o�< <z3o W Z0CK a. 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING L�(L a a 2017 FLORIDA BUILDING CODE 6th EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48'WIDE x 36"HIGH. >v)-o 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHER APPLICABLE CODES. MESA ALUMINUM,4"LAP ALUMINUM 5/8"PT T-111 SIDING VINYL SIDING 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. WITH ENERGY BRACE BACKER,FIBE=R CEMENT PANEL,06LYCARBONATE NOT FOR HABITATION. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME Si EEL, V 1n SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR Z w o 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16'OSB AND 15 LB.FELT. a o M Iii L) D HM I W -O 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"x.099*GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN 04 rn<1`A a O W SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. C o, 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KD PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"x 0.120'GALV.NAIL SPACED O i r o ..W Z ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE i1 SYP KD 6"EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. o c-;0 3 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE Ln Jv �a PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S I,-n_3< FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC o Z D o REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY a O U J J 8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL o 04 RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. nte`ar 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4 10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROOF/SIDING-PERIPHERAL MEMBERS 5"OC 'hptlOtl ROBIN BUILDERS INC. ROOF/SIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD: �K10"'0 552 S. STATE SY. SIDING- 12"OC BOTTOM PERIMETER. A. 50/125 PSF �'u'� ,u" LYONS GA 30436 912-926-3266 ROOF LIVE LOAD: 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH N ALUMINUM anpnn,unwun PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSFATTACHED TO VERTICAL cwww DOUBLE ALUMINUM DOORS O GRARAGE DOORSR JAMB. ,AAND AL PREHU GRS LSTTEEL DOORS.TYPE, NOTUDE APPLICABLE F SNOW LOAD: APPLICABLE (H IE ���i AMERICANA, RUFFY SIZE,QUANTITY AND LOCATION MAY VARY.DOOR NOT SUBJECT TO HEIGHT \\ g V ��i� rrEIFI IAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS<+4003F PER FBC 1010.1.1(8). WIND LOAD: �\ �.• •., A. ULTIMATE 160 MPH; NOMINAL 124 MPH BARN, GREENHOUSE B. RISK CATEGORY 1 * No.53430 *_ CLASSIC, PORCH C. B WIND EXPOSURE CATEGORY _ MODEL, STEEL D. GCpi a +-.55 INTERNAL PRESSUREZppBC 2017.Ronic!.• '92-20-17 1 of 8 NONE PSI APPROVAL 2018-01-15 4 ntertek Intertek-PSI Tel +1407 304 5560 1748 33rd Street Fax+1407 304 5561 Orlando,FL 32839 intertek.com/building January 15, 2018 Mr.Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Robin Builders, Inc. (Lyons,GA) Agency Plan Number: ROBIN GA FBCR2017 Dear Mr. Campbell: Professional Service Industries Inc., an Intertek company("Intertek-PSI"), part of Intertek'Building Science Solutions, in 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 Building Code,6th Edition 2014 NEC 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. Yours sincerely, Professional Service Industries, Inc. Victor C. Martin, PE#82379 Richard Olds, FL SMI-76 SM -45 Department Manager Modular Plans Examiner Building Science Solutions Building Science Solutions CC: Wayne Hartley—Robin Builders, Inc. (Lyons, GA)—wdhrobin@bellsouth.com Ill Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK- ATI"),and MT Group Inc.("INTERTEK-MT"). www.intertek.com/building On PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES °�"" 2'x2'xl/8' ZINC PLATED WASHER 3/4' PLYWOOD FLOORING <c In 1/2'X4' GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z `�r 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH n nol WITH 1/2'x4' GALV LAG BOLT 2x4(6) PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND M THROUGH WASHER, THEN EYE OF AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST & 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT a 2'X2 x1/8' ZINC- o GRADE PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL 3 uBUILDING CODE. LOCATE ANCHORS PER ao I/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN x Jl:i 4. ANCHORING SYSTEM TO CONCRETE SLAB PER w o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER O� REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN z •• a AS ANCHOR SPACING z 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO REQUIREMENTS f 4' SINGLE HELIX & MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD ¢ ;O EMBEDMENT ALONG LONG a THROUGH WASHER, THEN EYE OF z O ANCHOR, THEN RIM JOIST & 6. PAD SPACING OTHER THAN END PADS IS SIDE OF BUILDING. END ANCHORS INTO END OF FLOOR JOIST CENTER TO CENTER a a a WITHIN 2' OF EACH END, THEN 7. BASE OF EACH PAD TO BE 8'xl6'x4' SOLID 8' MAX ANCHOR SPACING. GRADE CONCRETE BLOCK (CEMENT AND SAND MIX) 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH UP TO 48'9. ANCHOR SPACINGHO IT BASED ON ASCE 7-10 >a E 4' SINGLE HELIX & MIN. RISK CATEGORY 1 BUILDING EXPOSURE H END VIEW EMBEDMENT OF 24'. LOCATE V C o z ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) EXPOSURE C � V) F- f SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION SCALE, N.T.S. v WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF HMM In e' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT N N w m 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE o O 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG V yy'I' of 13, PIER SPACING REQUIREMENTS SAME AS AUGER ANCHOR SPACING REQUIREMENTS cp L0>_ p - N_1 U�O0 ANCHOR ATTACHMENT DETAIL o :)Zft SCALE- N.T.S. C In p 30 0 FOUNDATION ANCHORING TIE DOWN SYSTEM C0)o a 3 2x4 BASEPL (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4' PLYWOOD PERMITTED x (1) 2'x2'xl/8' ZINC PLATED WASHER 26 GAUGE G-90 GALV 2x4(6) PT RIM JOIST 1/2' WEDGE ANCHOR WITH STEEL 1.5'W x 18'L Phm Rwi—r:Richard Olds 3' MIN EMBEDMENT INTO U-SHAPED BRACKET ICC N6107840MP I/2' x 12' EYEBOLT SOLID CONCRETE SLAB ATTACHED TO EACH FLNSJS,SMI-76 THROUGH 24 WALLPLATE STUD & FASTENED W/ LSUCCCNuoza6 EYE BOLT ATTACHED TO ANCHOR WITH (14)- 0.089 x 1.25' oePenmeneMeneNer:Vidor C.Menin,PE ROBIN BUILDERS INC. & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS 552 S. STATE SY. (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8' SPACING OF ANCHORS TO FL �YON,S, GA. 30436 ZP WASHER, (1) 1/2' ZP NUT BE MAX 3' ALONG ALL 2x4 BASEPLATE LSUCCCNU02936 9121 526-3266 T c.:;:.::�c:,,.:;,:� FOUR WALLS WITH 1 :;;y A-24 UPLIFT Cor EQUAL) MIN 4 .=� ANCHOR WITHIN 1' OF III III ` ANCHOR PMIN T3' EMBEDMENT. EACH CORNER. 2'x4' P.T. BASE � ��H•E LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY �` CONCRETE SLAB BY LONG SIDE OF BUILDING, END TMI(e'••, OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' OTHERS LOCAL CODE AND JURISDICTION END, THEN 3' MAX SPACING L AND JURISDICTION TIE DOWN DETAILS APPLY APPLY _ 1 N0•53430 SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR = :.1/MMOF ; ANCHORED TO CONCRETE ANCHORED TO CONCRETE "t .... ""11E DOWN e END VIEW END VIEW III I``` i2 20 17 a or a AS NOTED SCALE- N.T.S. SCALE- N.T.S. PSI APPROVAL 2018-01-15 FLOOR DETAILS pou7n 0 w t N 0 VARIES TO 50' O" tOlnp PT 2X4(6)FLOOR JOISTS 16"OC 5/8"X 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL n EI DOUBLE PT 2x6 SKIDS PT 2X4(6)RAIL MODEL MRA(#24DACI)OR EQUAL FOR ROCK /pl 4 SKIDS REQUIRED FOR (3)3"X.120 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY "m FFLOOR WIDTH OF 13'6" aw .. A3 � FOUNDATION ANCHORING TIE DOWN SYSTEM F o A TO BE SITE DESIGNED AND LOCALLY W �H PERMITTED o 0 H 6 t- wZ3p wg0a �a 1�aaa B 13' 6" MAXV0,y/ice No.534M � •"•. IRAQ OF ~ M M �i�SS.!!LOR.... 0� 04 VI<`° a O p AL7:; 71' 1 /1111 \\ p � pZN�� w� ,'7 moZ w Z N�� �>p3 6'&8'WIDE UNITS (6)3"X.120 NAILS PER CONNECTION z w PT 2X4 FLOOR JOISTS 16.OC W a:a I- 10' 11'6'and 13'6"WIDE UNITS o l-a 3 a Pt 2X6 FLOOR JOISTS 16"OC TYPICAL FLOOR FRAMING 2"(OR 4")X 8"X 16"SOLID CONCRETE BLOCKS Z�o AND TIE DOWN ANCHORS SPACED 2'FROM O o J J N.T.S. EACH END,THEN MAX.8'CENTERS. o a r2terk+k 3/4"PLYWOOD PT - FLOOR JOISTS AT 24"OC WILL SUPPORT 50 PSF LIVE&DEAD LOAD 2X4(6)PT FLOOR JOIST FLOOR LOADING. ROBIN BUILDERS, IN PI...11-1—Rkh.,d Olds552 S. STATE ST. lM.51o7W k 2X4(6)PT HEADER BETWEEN UNIT WIDTH 6' 8' 10' 11'6" 13'6' LYONS, GA 30436 Fl.aMP45,WI-76 .SKIDS 3"x.120 NAILS 6.OC lwca.uo:.16 /' - FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266 M.-"':�'c.lftn1..PE 20 GA.GALV.ANGLE PLATE Fl PE M2379,1A PE"3017 8-3"ONO NAILS PER PLAT #OF SKIDS 2 2 2 2 4 15——2636 O O O O r r r— "A" 16" 18" 18" 24.5" 15" 2X4 PT HEADER BETWEEN oo FLOOR DETAILS SKIDS-3"x.120 NAILS 6"OC O DOUBLE PT 2X6 SKIDS B. 40" 60" 84" 84" 40" SIMPSON H4 OR EQUAL ON SIZE 10 X 16 OR LESS FOR 125 PSF FLOOR LOAD 16"OC OR 24"OC FLOOR JOISTS CAN N x70-2 OR EQUAL NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO RECEIVE BE USED SO LONG AS DIMENSION"B"IS DIVIDED EQUALLY @ 42" ONN SIZE 10x18 OR LARGER FLOOR JOISTS.(6)3"X.120 NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH CONNECTION. OUTSIDE WALL. "FBC 2017 .r FLOOR DETAIL (A 12-20-17 2 0( 8 .� NONE N.T.S. PSI APPROVAL 2018-01-15 FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5"X 4•MITEK CONNECTOR PLATES HEADER DETAIL MAX SPANS&FASTENING EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X8 EACH SIDE OF JOINT WITH 1/2" WITH 1/2" 12 20 GA.3"X 6'CONNECTOR PLATES p F. PLYWOOD PLYWOOD 3 �— AT THIS CONNECTION ON 14'WIDE N ® ® ® UNITS ONLY c^N W) In o 1-4X4 OPTIONAL EAVE 3"MAX—13• DOUBLE 2X4 SYP#1 KD STUDS&DOUBLE a ® 2X4 SYP#1 KD RAFTERS AT EACH END MAX SPANS 22.5' 64' 95" STITCHED W/3"X.120 NAILS 12"OC a 2X4 SYP#1 KD WALL STUD WITH 3 a FASTENING 13-.130"x 3" 6-.130"x 3" 8-.130"x 3" 12"2X3 BLOCK 2X4 SYP#1 KD JACK STUD F of NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS w Ee p< SILL SPAN&FASTENING i SILLS 1E x4 1X4 SYP#2 KD BELTLINE,DADO INTO STUD a Z w-< 1 1/2"Xcr 12"28 GA.GALV.STEEL PLATE CONTINUOUS AROUND PERIMETER TOP&BOTTOM OF EACH STUD (2)3'x.120 NAILS PER CONNECTION w z 30� 8 1.25-X.105"NAILS P. ® ( ) (TYP.) 2X4 SYP#1 KD BOTTOM PLATE 3"x.120•NAILS W SPACING DOUBLE PT 2X6 SKIDS Fn TYPE AND LOCATION OF DOORS MAX SPANS 48" 13' 6" MAX. AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6'WIDE FLOORS ONLY F FASTENING •x 3• tn AIL EA EN TYPICAL DOOR FRAMING: w hto LEEND WALL FRAMING MAXIMUM DOOR SIZE- �-a N N.T.S. 108"W X 80"H (n M M a 09 SO 1204 C F�Ln d> 3 F — 20 GA.2.5"X 4'MITEK CONNECTOR PLATES rcYtck o Z r o. .o Z 1X4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS o;; 3 WITH(3)7/18"X 2"16 GAUGE EACH SIDE OF JOINT a :U3z w STAPLES PER CONNECTIONa F (ALT)20 GAUGE STEEL HAT CHANNEL p ul� O W/(2)2-1/4"X0.131 HT NAIL PER CONN. z c)� (3)3"X.120 NAILS 0 o a 0 PER CONNECTION 2X4 BOTTOM CHORDS ON 10',11'6" DELETE OH ON AMERICANA M..nol..,.r:nl, m0m, OPTIONAL EAVE 3"MAX—13" &13'6"WIDE UNITS ONLY AND RUFFY MODELS Icc#510760 FL KMPj,WI-76 2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING a�M24M D.WrOn.nF Mana6.r:Vkbr C.Martln,R �'d'/4^• CGa FL R a63D79,U K MZO SIDING:SEE NOTE#14 1=cw1 z= 90" MAX. ROBIN BUILDERSINC. 552 S. STATE S`f. YO S, GA. 30436 1X4 SYP#2 KD CONTINUOUS BELTLINE,DADO INTO STUD 912 526-3266 (2)3"x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLATE,(4)3"x.130"NAILS(TYP.) 11111 II11�� ,w,�,"„�," 2X4 SYP#1 KD BOTTOM PLATE,3"x.120 NAILS 8"OC`�� LtH E VO ��� RUFFY, CLASSIC, AND AMERICANA 1 1/2"X 12"26 GA GALV.STEEL PLATE-/ DOUBLE PT 2X8 SKIDS Y ��39 `y FRAMING DETAILS AT EACH gTUD TO FLpQR CONNECTION 4 SKIDS ON 13'6"WIDE (8)1.25-X.105 NAILS(TYP.) 13' 6" MAX. ,1/12/2018r ... "}LBC 2017 i CROSS SECTION DETAIL `12-20-17 s of s ���' ...• 1���C/ � NONE N.T.S. EII PSI APPROVAL 2018-01-15 TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24"O.C. FRAMING FOR PORCH MODELS DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS &STITCH TOGETHER W/3"x 0.120"NAILS 8"OC .......... � Vhf DOUBLE TRUSS 20 GA.2.5"X 4"TRUSS PLATES AT ENDWALLS FIELD TRUSSES 24"OC NOTE. EACH SIDE OF TRUSS �•ssm O CIO rl SINCE GABLE CAN ORIENTATION EITIHERLIC DIRECTION. ;:1�421f 018.E 1 o of KINGPOST ON TRUSSES-99" 12 99n OF '4- n N SINGLE TRUSS OVER WALLS 2.5 � ' I DOUBLE TRUSS PT OVER PORCH ii''SS• •'•O;`� J N N 1 12"X 12"26 GA.GALV.STEEL PLATE (8).105"x 1.25"NAILS /11 3 m o Q LI T RO0 LNG:SEE NOT7#14 •• 20 G GALV STEEL HAT CHANNEL x ui W/(2)2-1/4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS w Q 2-3'x.120"NAILS U O OU ET / OUBLE 2X4 O / EACH END z 0 }1 SIDING:SEE NOTE#14 cr Z 3 O W7 WZO a' �a aQa 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1((X)4 SYPKD PURLIN TOP&BOTTOM OF EACH STUD &ILS PER O PER FRAMING (8) 1.25" x.105"NAILS(TYP.) CONNECTION mcn-o N.T.S. 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS `- 13' 6" MAX. TYPICAL DOOR FRAMING 20G GALV STEEL HAT CHANNEL MAXIMUM DOOR SIZE W/(2)2-1/4"x 0.131"HT NAILS PER CONN, DOUBLE PT TRUSS 11p"W X 7g"H U �i°�n 2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY W w 1 12"x 16"26 G STEEL STRAP_� AT 8"SPACING A' ~o N vi TOP OF STUD&TAIL END OF TRUSS ntrrMM M W 0:0 (8)1.25"X.105"NAILS(TYP.) W = N O j END WALL FRAMING o V) L 3"x12"18 G GALV.PLATES ON 2 X 4 PT NAIL TO UNDERSIDE N.T.S. O z.N O.. Z 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3"x.120"GALV N O >-O 3 10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ROOFING:SEE NOTE#14 N��: z w 20 G GALV STEEL HAT CHANNEL � Q FL W/(2)2-1/4"x 0.131"HT NAILS PER CONN. Nm 3 uuacwm.,x�uO Z U O PORCH DETAILS "���pc�.""� 112"x16"26GSTEEL STRAP x OUJJ iwac wa¢�x�"��� TOP OF STUD&TAIL END OF TRUSS UOQ O (8)1.25"X.105"NAILS(TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST 1 12"x 16"26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT. OPTIONAL 3","" x4 SYP#1 TpP TOP OF STUD&TAIL END OF TRUSS FASTEN W/2-3"x.120 NAILS EACH 8" NON-STRUCTURAL EAVE RIM QVC(8)1.25"X.105"NAILS(TYP.) DOUBLE 2x4#1 SY qX4 PT HEADER SUPPORTED BY oa. CORNER STUDS 2x4 PT JACK STUDS 2x4 SYP PT TOP OPEN PORCH AREA PLATE CONT. ~ 2X4#1 SYP STUD MAX 6'SPAN WALL TO CORNER POST ROBIN BUILDERS INC. 24"CENTERS 2X4#1 SSP STUDS LYONS, GA 30 36 4x4 PT POSTS AT EACH 24"MAX SPACING 2-3"x.120"NAIL EA END 8VTPSIIDE CORNER 2x4#1 SYP BOTTOM 912-526-3266 R TYPICAL WIN.FRAMING OF CFI PLATE-INTERIOR 2X4 PT RAILINGS WALL ONLY MAX 6"OPENING 1X4 PURLIN DADOED INTO STUDS FLOORING:SEE .r 1X4 PURLIN NOTE#16 PORCH MODEL SIDING:SEE NOTE#14 FRAMING DETAILS 2X4#1 SYP BOTTOM PLATE 1 1/2"x 12"26 G STEEL STRA 3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST 1 1/2"x 12"26G GALV STRAPS (8)1.25"X.105"NAILS(TYP.) 5/4 x 6 PT FLOOR DECKING 3"x12"18 G GALV.PLATES BOT E EA STUD TO RIM JOIST ON PORCH ONLY ON 2 OUTSIDE SURFACES OF 2X4(6)FLOOR JOIST =_�12-20-17 FASTEN W/8-1 1/4"x.105"NAILSTOP T BOTTOM OF 4x4 L CORNER CROSS SECTION POSTS-10-3"x0.120"GALV NAILS EA PLATE SIDE WALL FRAMING SCALE: 1/4" = 1 PSI APPROVAL 2018-01-15 FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS HEADER DETAIL MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH o..b wti. HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 3/4"SCREWS AT 8"SPACING N1 7.25"HIGH 18 GAUGE TO MAX 3.5/12 12 p W N STEEL PLAIE max.3.5�— NOTE: GABLE ORIENTATION IS SYMBOLIC t N TWO SIDE SINCE GABLE CAN BE IN EITHER ' I DIRECTION. moo f I © F–i OPTIONAL EAVE 3-MAX I' o N UUU -:1 N MAX SPANS 22.5" 64' 95" 3 m o DOUBLE STUDS AT DOOR OPENINGS a0 FASTENING 2-#10 x 3/4" 4-#10 x 3/4" 10-#10"x3/4 STEEL STUD SCREWS SCREWS SCREWS DIAGONAL WINDBRACES x J w EACH END EACH END EACH END FOUR PER CORNER o c SILL SPAN&FASTENING F o O a 20 GAUGE STEEL BELTLINE SILLS 1-2x4 CONTINUOUS AROUND PERIMETER z z BOTTOM TRACK ATTACH 3:0 TO FLOOR W/1/4"x 21/2 WASHER (3)3"x.120 NAILS PER CONNECTION W z 0 ot g�0- L_1 HEAD LAG BOLTS Q 2•CENTERS& 18 GAUGE STEEL STUD PLATE M a a a DOUBLE BOLTS EACH CORNER fl MAX SPANS 48" &EACH EDGE OF DOOR OPENING 2-#10x3/4' R DOUBLE PT 2X6 SKIDS >N e FASTENING 13' 6" MAX. TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY r N TYPICAL DOOR FRAMING: win w END WALL FRAMING MAXIMUM DOOR SIZE- a 0M Ji v N.T.S. 108"W X 79"H h i-M 1 a o 0 �> BOTTOM CORD EACH RIB CONTINUOUS BELTLINE& D o,ma"z o••o TOP&BOTTOM PLATES o 3 ATTACH TO RAFTERS WITH r�� p 4-#10x3/4"SCREWS EA END THROUGH ROOF PANEL CODE REVIEW h Profrssianol Service Indusbits,Inv N D 3 RAFTERS AT 24"MAX no Imcnek umPrnv O z p (2)#10 x 3/4"SCREWS PER CONNECTION SPACING&LOCATE BETWEEN STUDS AND PLATES 8 o a OVER WALL STUDS Plam Reviewer:Richard Olds OPTIONAL EAVE 3"MAX—�3" Icc#S107"o Fl.#SMP-4S,SMI-76 20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCCC NW2416 � Departme,d Mampr.Victor C.Martin,PE � FL PE 082379,LAPE#42017 SIDING SEE NOTE#14 LSUCCC OU02436 90" MAX. Base Rail or Top Rail ROBIN BUILDERS INC. 3" 552 S. STATE SY. `90115.526-326636 CONTINUOUS BELTLINE--- #10 x 3/4"O p�e�econn. ( 2) BOTTOM TRACK CONT.FASTEN head screw ) W/1/4"x 2 1/2"WASHER HEAD 20 GAUGE STEEL LAG SCREW Q EA STUD BOTTOM TRACK CONT. Swagedtlimplewi �fi,.•••• j STEEL FRAMING .118"dia. %PENft DETAILS MIL 53MDOUBLE PT 2X6 SKIDS I3' 6" MAX- 1/9P%P 098? NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY 6TATEOF ;• � 'TBC 2017 STEEL STUD DETAIL '�ipi4 0 ' NONE 17 6 °r a CROSS SECTION DETAIL ,,, N.T.S. N.T.S. PSI APPROVAL 2018-01-15 FRAMING FOR FLORIDIAN nw wr NOTE: GABLE ORIENTATION IS SYMBOLIC O wN SINCE GABLE CAN BE IN EITHER Y1twtek DIRECTION. ^o L N Go I U7 O 12 n N I 25F_ lit G:SEE NOTE#14 o N 1 1/2"X 18"26 GA.GALV.STEEL J N STRAP AT TOP OF EACH STUD ON a U GABLES-ATTACH TO TOP OF RAFTER ;<m6 &OVER RIM&TOP PLATE TO STUD Plam Reviewer:Richard Olds (8)1.25"X,105"NAILS(TYP.) 2x4#1 SYP VERTICAL RIM X OJ ICC#SIO7340 OVER 2x4#1 SYP TOP PLATE FL#SMP-4S,SMI-76 3" x.105"NAILS 6"SPACING w 0.4 LSUCCC#W2416 OUBLE 2X4 o o Depart—M,m3er:Victor C.Martin,PE SIDING:SEE NOTE#14 z FL PE#32379,LA PE"2017 LSUCCC NU02436 X4#1 SYPKD STUDS <z > 3p wzp� 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN pg, 2 3"x0.120 AT BOTTOM OF EACH STUD ILS PER (8) 1.25" x.105"NAILS(TYP.) CONNECTION 2X4(6)FLOOR JOISTDOUBLE PT 2X6 SKIDS 2x4 SYP#1 BOTTOM PLATE > to MAX. 13' 6" TYPICAL DOOR FRAMING MAXIMUM DOOR SIZE r 110"WX79"H END WALL FRAMING in to w�ro ~O N U 2x4 SYP#1 TOP RIM RAFTER 3-3"x.120"NAILS AT EACH C a m m o w OVER 2x4 SYP#1 TOP PLATE CONT. STUD TO PLATE CONNECTION N.T.S. C c7 c'4 >- 0> FASTEN W/3"x.120 NAIL 8"OC 1 1/2"x 16"26 G STEEL STRAP V TOP OF STUD&RAFTER CINNECTION •4 p Z N p w z (8)1.25"X A 05"NAILS(TYP.) � (no� �r o 3 ROOFING:SEE NOTE#14 W r°i U p 2X4#1 SYP STUDS vNi J a r 24"MAX SPACING o to In p 30 zu C p U J J OR UOaD 1X4 PURLIN RAFTERS 2x4 SYP#1 ON 24"CENTERS BEARING 2X4#1 SYP BOTTOM PLATE NOTE: OPTIONAL 3"NON-STRUCTURAL DIRECTLY OVER GABLE WALL STUDS EAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX.93". ATTACH TO GABLE RIM W/4-3"x.120"NAILS EA END 1 1/2"x 12"26G GALV STRAPS USE DOUBLE 2x4 SYP#1 IN"T"PROFILE MAX SPAN 135" BOT.EA.STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3"x.120"NAIL ON 8"CENTERS FASTEN W/8-1 1/4"x.105"NAILS 3"x.120"NAILS ON 8"SPACING ATTACH TO GABLE RIM W/6-3"x.120"NAILS EA END SIDE WALL FRAMING ROBIN BUILDERS INC 552 S. STATE St. 2X4#1 SYP STUDS LYONS, 30436 T.S. 24"O.C. 912-526-33 266 2-3"x.120"NAILS EA END 2x4#1 SYP TOP& "ILL 111/// 1X4 PURLIN DADOED BOTTOM PLATES CONT. .E VOA.,--- INTO STUDS FLOORING:SEE NOTE#16 FRAMINGDETAILSVF'•, SIDING:SEE NOTE#14 .•go.6918Y 1 1/2"x 12"26 G STEEL STRAP TOP&BOTTOM OF EACH STUD 11f-9/,Q 048: 2X4(6)FLOOR JOIST ~FBC 2017MTEOF " « TYPICAL CROSS SECTION �'12-20-17 NOTED 4 OF 8 SCALE: 1/4" = 1' PSI APPROVAL 2018-01-15 _ 1 r ertek GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH (3)7/16"X 2"STAPLES PER CONNECTION (3)3'X.120 NAILS AT STUD 12 (ALT)20 GAUGE STEEL HAT CHANNEL re. W/(2)2-1/4"X0.131 HT NAIL PER CONN. TO TRUSS CONNECTION 3.5F 20 GA.2.5-X 4-MITEK CONNECTOR PLATES O r 12 EACH SIDE OF JOINT ^N 16� o I w R--k..:eke„a ow in o ���WV?6 HEADER FOR DOOR OPENINGS ONLY DOUBLE 2X4 STUDS&RAFTERS `1 �MCC"2415 AT ENDWALLS ONLY N 0-yutm.Mmgw:Vk"'C.Mut '" STITCH TOGETHER WITH 3"x.120"NAILS 8"SPACING rixwzm,uwwmv . 0 uuac nnzuc SIMPSON H2 OR EQUAL EACH RAFTER TO STUD 0 SILL SPAN&FASTENING CONNECTION W/(6)0.120"x 1-1/2" x _j•• NAILS P ANCHOR DOUBLE 2X4 W ¢� SILLS 1-2x4 0 a 2x4#1 SYP STUDS 24"OC MIN o o c Z J J CEM K Z > 30 1 1/2•X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN W z o a- AT TOP&BOTTOM OF EACH STUD 1X4 PURLIN 2-3"x.120 NAILS g WITH(8)1.25•X.105-NAILS(TYP. PER CONNECTION (3)3"X.1 20"TOENAILS AT STUD MAX SPAN 48" TO PLATE CONNECTION m N O 3-.130-x 3- > NAIL EA EN 1O FASTENING __. 2X4#1 SYP BOTTOM DOUBLE PT 2X6 SKIDS &TOP PLATE HEADER DETAIL MAX SPANS&FASTENING NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY vO TYPICAL DOOR FRAMING: U 'oro HEADERS 1-2x4 2-2X4 2-2X8 13' 6" MAX. Z F oM N U MAXIMUM DOOR SIZE- ., a WITH tn- WITH 1/2- END WALL FRAMING A M I N G 106"W X 60"H ul Q a o W PLYWOOD PLYWOOD _ N O> ® N.T.S. C 1O o " M• 0yZN O..'�Z O_ OR 12 3 1-4X4 - 20 GA.2.5'X 4'MITEK CONNECTOR PLATES C4>-- ® 3.5 OR EQUAL EA SIDE OF CONNECTION > J =)z < W V7 MAX SPANS 22.5• 84' 95" 12 o 0 FASTENING 3-.130"x 3- 6-.130"x3" 8-.130"x3" i��K2X4#1 SYP BOTTOM CHORDS ON v o a 0 NAIL EA END NAIL EA END NAIL EA END 16 m 10'WIDE&11'8-WIDE ONLY F- S MM DOUBLE TOP PLATE CONT.2x8 OVER 2x4 u SIMPSON H2 OR EQUAL = EACH RAFTER TO STUD 2X4#1 SYP STUDS&RAFTERS CONNECTION W/848 x 1.25- MIN SPACING 24' ter` SCREWS PER ANCHOR 5521 5.857AER5 INC. 3� �9�2�5�5GA.3 266 0436 SIDING:SEE NOTE#14 W O_ y 1X4 PURLIN 1 1/2"X 12"26 GA.GALV.STEEL PLATE PER CONNECTIION EACH STUD TO FLOOR CONNECTIO�1 t0 GAMBREL BARN WITH(8)1.25"X.105-NAILS(TYP.) \ 2X4#1 SYP BOTTOM PLATE FRAMING DETAILS Z pim emu Lig 11121,9 018 ` DOUBLE PT 2X6 SKIDS NOTE FOUR SKIDS UNDER 13'8"WIDE FLOORS ONLY 920 " 13' 6" MAX. �'[qeo►. 'a12��� 5 iii,8S''•......• NO ¢� CROSS SECTION D ETA I L PSI APPROVAL 2018-01-15 N.T.S. i MAP SHOWING BOUNDARY SURVEY OF I LOT 1, BLOCK 4, ROYAL PALMS UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE'S I 60 AND 6 H TE UR UB CORD F DUVAL COUNTY, FLORIDA. Wi4k 1 oaJ Fuojr SAILFISH (60' Raw RI VE ° FOUND 1/2' I.P. °. _ NO MARKING'S .20PLAT /COMPUTED 585'20'02"E 90.00' FOUND 1/2' I.P. ' RKING'S EVE MENT !Z'` APP OV p 2 B.R.L. M �— ot I W ? p L1..1 z S _1 'X1 .5' rn Q (0 NCRETE13 .J ° oo LOT 2 BLOCK 4 LOCK 4 ° ° Of o � ° O U i STORY BLOCK HOUSE NUMBER 810 0- C)C) J a C) ��• as i Q (J to' 20' a _ COVERED CONCRETE o Q -� WOOD DECK m v, .20' � c-i FOUND 1/2' I.P. 10'EASEMENT FOR DRAINAGE 0 MARKING'S .20' GE AND U11LI11ES �— ED N85' PLAT/COMPUT _N85'20"02"W 90.00, - FOUND I.P. NO MARKING'S LOT 30 LOT 31 BLOCK 4 BLOCK 4 2 I V I GRAPHIC SCALE 0 10 20 40 NOTES. 1, BEARING OF 585.20'02'E ALONG SAILFISH DRIVE HELD FIXED. ( IN FEET ) 2. FIELD WORK: 10/13/2016. 1 Inch = 20 ft. BOOK 02/16 �N T HO N Y PAUL 0'N L I L JACK SHANNON AVENUE sYM CHA; JACKSONVILLE, FLORIDA 32254 —X—cJF N LINK FENCE PHONE (904)-229-8086 w—WOOD FENCE —WIRE FENCE I HEREBY CERTIFY TO ; SHERYL SUTTON —E—ELECTRIC LINE ALL FLORIDA TITLE SERVICES, INC., FIRST AMERICAN TITLE INSURANCE COMPANY AND VAN DYK MORTGAGE CORPORATION `Q� UTILITY POLE PIIS SURVEY MEETS THE STANDARDS OF PRATICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN ® WELL :HAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 5J-17 FLORIDA STATUTES. ASPHALT EMA FLOOD INSURANCE RATE INFORMATION PERTAINING TO LANDS SHOWN HEREON; ® OVERHEAD 'ONE X PANEL 120077 0406 H DATE 06/03/2013 DUVAL COUNTY FLORIDA .O,C.-POINT OF COMMENCEMENT 0 R.L.S.-REGISTERED LAND SURVEYOR N-NORTH S-SOUTH E-EAST W-WEST CONCRETE .O.B,-POINT OF BEGINNING PROP.-PROPOSED CA-CENTER LINE EX.-EXCEPTION TYP.-TYPICAL -- .C.-POINT OF CURVATURE L.B.-LICENSE BUSINESS F.F.-FINISH FLOOR EL.-ELEVATION P.S.M.-PROFESSIONAL SURVEYOR/MAPPER .T.-POINT OF TANGENT O.R.V.-OFFICIAL RECORDS VOLUME BLK.-BLOCK FND.-FOUND J.E.A.-JACK SONb1LLE €LECTR!C AUTHORITY .R.C.-POINT OF REVERSE CURVATURE O.R.B.-OFFICIAL RECORDS BOOK I.P.-IRON PIPE RB.-REBAR P,R.M.-PERMANENT, REFERENCE MONUMENT .C.C.-POINT OF COMPOUND CURVATURE D.B.-DEED BOOK PG.-PAGE CONC.-CONCRETE A/C-AIR CONDITIONER BLVD.-BOULEVARD LA.-LANE .1,-POINT IF INTERSECTION P.B.-PLAT BOOK M.B.-MAP BOOK ESMT.-EASEMENT ELEC.-ELECTRIC RD.-ROAD No.-NUMPER 3EC.-SECTION .C.P.-PERMANENT CONTROL POINT CO.-COUNTY FL.-FLORIDA B.R.L.-BUILDING RESTRICTION LINE TW.-TOWNSHIP RNG.-RANGE R.P.-PERMANENT REFERENCE POINT AVE.-AVENUE ST.-STREET F.Z.B.L.-FLOOD ZONE BOUNDARY LINE P.L.S.-PkOFESSIONAL LAND SURVEYOR /W-RIGHT-OF-WAY CT.-COURT C.B.D.-CHORD BEARING AND DISTANCE APPROX.- APPROXIMATE EXIST.-EXISTING NO JNDERGROUND LOCATIONS -ARC LENGTH R-RADIUS COMP.-COMPUTED RAD.-RADIAL A.K.A.-ALSO KNOWN AS N/F-NOW OR FORMERLY LOCATED THIS SURVEY -DELTA ANGLE T-TANGENT P-PLAT C-COMP, D-DEED N.G.V.D.-NATIONAL GEODETIC VERTICAL DATUM JURISDICTIONAL WETLANDS WERE NOT LOCATED THIS SURVEY. El DENOTES CONCRETE MONUMENT DATE SIGNED — :ASEMENTS OF RECORD WERE NOT PROVIDED FOR THIS SURVEY. O DENOTES IRON PIPE PHIS SURVEY DOES NOT DETERMINE OWNERSHIP. PHIS SURVEY NOT VALID UNLESS SIGNED WITH EMBOSSED SEAL (0.00') DENOTES BUILDING TO BOUNDARY TIE ANTHONY A1JL O'NEITPSM 568 f MAP SHOWING BOUNDARY SURVEY OF LOT 1, BLOCK 4, ROYAL PALMS UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE'S 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I j SAILFISH (60' R/W) DRIVE I OMMUNITY DEVELOPMEN FOUND 1/2" I.P. t' OVED S NO MARKING' � I Z PLAT/COMPUTED S85'20'02"E 90.00' FOUND 1/2' I.P. L .20' ` NO MARKING'S a,. ' E rt Sia L ' 'too sae -C, 1 25' B.R.L. 1 � LLl � N � * LJ .O ° z 00 i Q r 10'X12.5' _J CO RED CONCRETE 45.6') ° Do p �1 z O) r V LOT 2 ,ate° " �t 0- T1 BLOCK BLOCK 4 ; o ; � O 1 STORY BLOCK HOUSE (-DNUMBER 810 I g 1__� �� O aa5 Q O 1 2'X22' -' O o_ COVERED CONCRETE ° Q WO Im OD DECK .20' FOUND 1/2" I.P. 10'EASEMENT FOR ' .NO MARKING'S .20' - -- , NAGE AND UTILITIES PL_ ATZCOMPUTED N85'20 02 WW �"— 90.0=_ .20' FOUND 1/2" I.P. NO MARKING'S LOT 30 LOT 31 BLOCK 4 BLOCK 4 2 , �0 GRAPHIC SCALE 0 10 .20 40 NOTES. 1. BEARING OF S85'20'02"E ALONG SAILFISH DRIVE HELD FIXED. ( IN FEET ) 2. FIELD WORK: 10/13/2016. 1 Inch = 20 ft. BOOK 02/16 ! 5538 SHANNON AVENUE SYMBOLS; NEIL JACKSONVILLE, FLORIDA 32254 —x-�FEINCE ANTHONY PAUL 0 "K PHONE (904)-229-8086 —w—WOOD FENCE a—WIRE FENCE I HEREBY CERTIFY TO SHERYL SUTTON E—ELECTRIC LINE ALL FLORIDA TITLE SERVICES, INC., FIRST AMERICAN TITLE INSURANCE COMPANY AND VAN DYK MORTGAGE CORPORATION r0� UTILITY POLE WELL THIS SURVEY MEETS THE STANDARDS OF PRATICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN ® CHAPTER 61(317-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 5J-17 FLORIDA STATUTES. ASPHALT FEMA FLOOD INSURANCE RATE INFORMATION PERTAINING TO LANDS SHOWN HEREON; ® OVERHEAD ZONE X PANEL 120077 0408 H DATE 26/03/2013 DUVAL COUNTY FLORIDA. CONCRETE P.O.C.–POINT OF COMMENCEMENT R.L.S.-REGISTERED LAND SURVEYOR N–NORTH S–SOUTH E–EAST W–WEST P.O.B.–POINT OF BEGINNING PROP.–PROPOSED CA–CENTER LINE EX.–EXCEPTION TYP.–TYPICAL -- P.C.–POINT OF CURVATURE L.B.–LICENSE BUSINI=SS F.F.–FINISH FLOOR EL.–ELEVATION P.S.M.–PROFESSION P,L SURVEYOR/MAPPER P.T.–POINT OF TANGENT O.R.V.–OFFICIAL RECORDS VOLUME BLK.–BLOCK FND.–FOUND J.E.A.–JACKSONV1LLF ELECTR!C AUTHORITY . P.R.C.–POINT OF REVERSE CURVATURE O.R.B.–OFFICIAL RECORDS BOOK I.P.–IRON PIPE RB•–REBAR P.R.M.–PERMANENT REFERENCE MONUMENT P.C.C.–POINT OF COMPOUND CURVATURE D.B.–DEED BOOK PG.–PAGE CONC,–CONCRETE A/C–AIR CONDITIONER BLVD.–BOULEVARD LA.–LANE P.I.–POINT IF INTERSECTION P.B.–PLAT BOOK M.B.–MAP BOOK ESMT.–EASEMENT ELEC.–ELECTRIC RD.–ROAD No.–NUMBER SEC.–SECTION P.C.P.–PERMANENT CONTROL POINT CO.–COUNTY FL–FLORIDA B.R.L.–BUILDING RESTRICTION LINE TWP.–TOWNSHIP RNG.–RANGE P.R.P.–PERMANENT REFERENCE POINT AVE.–AVENUE ST.–STREET F.Z.B.L.–FLOOD ZONE BOUNDARY UNE P.L.S.–PROFESSIONAL LAND SURVEYOR R/W–RIGHT–OF–WAY CT.–COURT C.B.D.–CHORD BEARING AND DISTANCE APPROX.– APPROXIMATE EXIST.–EXISTING NO UNDERGROUND LOCATIONS L–ARC LENGTH R–RADIUS. COMP.–COMPUTED RAD.–RADIAL A.K.A'–ALSO KNOWN AS N/F–NOW OR FORMERLY LOCATF'D THIS SUR6'EY D –DELTA ANGLE T–TANGENT P–PLAT C–COMP. D–DEED N.G.V.D.–NATIONAL GEODETIC VERTICAL DATUM JURISDICTIONAL WETLANDS WERE NOT LOCATED THIS SURVEY. O DENOTES CONCRETE MONUMENT DATE SIGNED EASEMENTS OF RECORD WERE NOT PROVIDED FOR THIS SURVEY. O DENOTES IRON PIPE �e THIS SURVEY DOES NOT DETERMINE OWNERSHIP. THIS SURVEY NOT VALID UNLESS SIGNED WITH EMBOSSED SEAL (0.00') DENOTES BUILDING TO.BOUNDARY TIE ANTHONY�O'NEIL`PSM 568