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817 BONITA RD ACC18-0060 SHED/FENCE PERMIT 4 ' ACCESSORY PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ACC18-0060 800 SEMINOLE ROAD ISSUED: 1/11/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 7/10/2019 ° MUST CALL INSPECTION i . 1 , BY 4 PM FOR . INSPECTION. ALL • 'K MUST CONFORM TO THE CURRENT 6TH EDITION1 OF i ' CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. LNOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property be found in the public records of this county, and there may be additional permits required from other ental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 817 BONITA RD ACCESSORY SINGLE OR TWO SHED AND FENCE $23000.00 FAMILY ACCESSORY TYPE OF CONSTRUCTION: GROUP: 171153 0000 ROYAL PALMS UNIT 01 COMPANY: ADDRESS: • ADDRESS: CHRISTOPHER J ROOD 509 9TH ST JACKSONVILLE FL 32250 BEACH WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 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. LIST OF . . Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: IAII runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL i Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapel Is,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. Issued Date: 1/11/2019 1 of 2 ACCESSORY PERMIT PERMIT NUMBER r CITY OF ATLANTIC BEACH ACC18-0060 ISSUED: 1/11/2019 800 SEMINOLE ROAD EXPIRES: 7/10/2019 ATLANTIC BEACH. FL 32233 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $170.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00 PW REVIEW BUILDING MOO OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.55 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$336.38 Issued Date: 1/11/2019 2 of 2 SrL`;y� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road CC _ lJ / Atlantic Beach, Florida 32233-5445 lJ�G Phone(904)247-5826 • Fax(904)247-5845 7 E-mail: building-dept@coab.us Date routed: G 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I`> 0Iyl ( -Depa ment review required Yes No Buildi Applicant: 0CA3 1� Z Plannin &Zonin Tree Administrator Project: Cj1� �= � Public Works Utilitie 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: roved. ❑Denied. ❑Not applicable (Circle one.) Comments: EUILDING 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 Building Permit Application Updated 10/9/18 s City of Atlantic Beach Building Department "ALL INFORMATION �r 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY `1i3 Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. Job Address:-9 177 13 O n ► LJ Permit Number: koo C7 —QD c, Legal Description ] Z UOT_ c,�� lin , t 0 1 RE# 1 7 0 ID O O Valuation of Work(Replacement Cost)$ �� eated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo :Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes ❑No El 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 type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Informalion ! Name [-%L,� 'LICO' Address cityT 4A State d:. Zip Z Zh( Phone Z7— 3 E-Mail6�.5—L�tf Owner or Agent(If Agent, Power at Attorney or Agency Letter Required) Contractor Information rb G coj w 9md'l' am 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 Insurer OR Exempt❑ 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 regulating 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. 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. 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. X- --- (Signature of Owner or Agent) (Signature of Contractor) i ed and sworn t�irmed) a re me t ay of Signed and sworn to(or affirmed)before me this day of �5 EO �t R.. 0 by at la2 (Signature of Notary) TONIGiNDLESPERGEP. MY COP;!MiSSION FF 9249 EXPIRES October 6,2019 [ ]Personally Known OR k�, P, S;ndedThruNotzryPublic Underwiter [ ]Personally Known OR [ ]Produced Identification �' [ ]Produced Identification Type of Identification: Type of Identification: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road A OO _ G Atlantic Beach, Florida 32233-5445 LJ Phone(904)247-5826 • Fax(904) 247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C2 ( �7 Q(AA, -Depatiment review required Yes No Buildin Applicant: 0C/�'3 �=�� Plannin &Zonin Tree Administrator Project: 1 �- �_-ti j �•� Public Works Utilitie 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 s�Lv; City of Atlantic Beach '' APPLICATION NUMBER � Building Department + 4 :: VE. (To be assigned by the Building Department.) ` 800 Seminole Road )O CC f _ / Atlantic Beach, Florida 32233-5445 � r �0� l v l0 Phone(904)247-5826 • Fax(904)247- 5 =� E-mail: building-dept@coab.us �y, Date routed: Z T( I City web-site: http://www.coab.us ......................._ APPLICATION REVIEW AND TRACKING FORM Property Address: ©NL(;q. I��i 1 -Dapartment review required Yes No Buildi Applicant: 0 uo j' et� Plannin &Zonin t Tree Administrator Project: Public Works falocUtilitie 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 revis d. ❑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 1r1i`)��J City of Atlantic Beach APPLICATION NUMBER JS r � Building Department (To be assigned by the Building Department.) 800 Seminole Road NECIERAE Atlantic Beach, Florida 32233-5445 U lJ(C7 Phone(904)247-5826 • Fax(904)247 5 NOV �f0i;1 9' E-mail: building-dept@coab.us 6 2018 F Date routed: City web-site: http://www.coab.us RV. APPLICATION REVIEW AND TRACKING FORM Property Address: ment review required Yes No B ildi Applicant: CDuo Plannin &Zonin Tree Administrator Project: Public Works falir tiliti Public Safety 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: alApproved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by- 4Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES v PUBLIC SAFETY Reviewed _`'e: — FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 lc' CITY OF ATLANTIC BEACH r ' Department of Public Works yr 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 11/29/18 Applicant: Christopher Rood Permit#: ACC18-0060 Email: roodical@gmail.com Review Status: DENIED Site Address: 817 Bonita Road THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: APPROVED • A Revocable Encroachment Agreement must be submitted. The form is on our website under Building Department- "Permit App iZats and Forms" and also at the Building Department located at City Hall. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 1 of 1 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC18-0060(Owner-Rood).docx Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN �i City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: AI C' —0060 ❑ Revision to Issued Permit OR Corrections to Comments Date: Project Address: e 1-1 r\ r °E-C" Contractor/Contact Name: VN r Contact Phone: 9o4 22i' 36,07 Email: C11 C7 t�E�, � c-, I Ccs Description of Proposed Revision/Corrections: I C v'r ; S f o c-d affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? VI No ❑ Yes (additional s.f.to be added: ) • Wil roposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Vr'Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building //�-�►► Planning&Zoning rr� Reviewed By Tre dministrator �s JAN u 9 2019 Public Utilities Public Safety BY: Date if Fire Services Updated 10/17/18 (-9,CLWJ REVOCABLE ENCROACHMENT AGREEMENTCity of Atlantic Beach "ALL INFORMATION HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 . - IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as V2r\r 4e c1r\01 Sv-- J Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail, return receipt requested, to the following address 2 1^7 Li L tc— • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. G� Date ] / I Property Owner/Agen signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this C/' day of r- , 20 _, by V-OQ who personally appeared before me and rinte ame of Signer) ack o edg d that /she si ned the instrument voluntarily for the purpose expressed in it. Department Approval: Si ture of Notary Public, St to of Florida :i.; TONIGINDLESPERt::ER Personal) Known ._ MY COMMISSIOti s=-924951 Y ' _ EXPIRES:Octo+rr 8,2019 [ =T' Bonded TBm Nctary Pd:;�c inden�ters) Produced Identification(Type) �;;, Scott Williams, Public Works Director H:\Applications&Forms\Word&Excel Document Originals\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 w�4� Intertek-PSI Tel +1407 304 5560 �..4 Y e � k 1748 33r'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,6"'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. f 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"). Lon www.intertek.com/building ROBIN BUILDERS , INC . oN� �O LYONS, GEORGM O N • N �g 0 J•• W GENERAL NOTES 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING 2017 FLORIDA BUILDING CODE 8th EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. IL 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. m e 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 WITH ENERGY BRACE BACKER FIB9R CEMENT PANEL,PbLYCARBONATE 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.60/125 PSF FLOOR LOAD. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME StEEL, NOT FOR HABITATION. SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR F Y N t FELT. 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/18"OSB AND 15 LB. 15.USE 2-1/4"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN _�1O CL p J 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. p , S> SPACING SHALL NOT EXCEED LIMITS AS INDICATED. y r o 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 D Nz N0 p Z ALL WALL PLATES,STUDS 8 RAFTERS LUMBER TO BE ill SYP KD W EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. N� r W 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE h r PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ut AND 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC O REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY 0: B.TRUSS DESIGNED TO SUPPORT D.L.+L.L.-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL u < RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE REQUIREMENTS FOR THIS STRUCTURE. nhvtMc 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, 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 -�r- SPACING AS FOLLOWS: ROOF/SIDING-PERIPHERAL MEMBERS 5"OC ' w ""O11i $Q I B R INC. ROOF/SIDING-INTERIOR MEMBERS 10"OC FLOOR UVE LOAD: 6-3 8 SIDING- 12"OC BOTTOM PERIMETER. A. 50/125 PSF jN2 ROOF LIVE LOAD: o.v.n,v.mw�n.,.vm,<.•.,w,,v. 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF ATTACHED TO VERTICAL SIZE,QUANT TV ANMDD OCAfON MAY VADOORS .Db0 NO ESUB ECTR JAMS.OPTIONAL DOORS OTO HE,GHT TYPE, NOT"PPLE ROOF NCAe ELO� `�.` I....IE..��i��� +{v AMERICANA, RUFFY WIND LOAD: `� FLORIDIAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS<+4008F PER FBC 1010.1.1(8). "d BARN, GREENHOUSE A. ULTIMATE 160 MPH; NOMINAL 124 MPH .•'• B. RISK CATEGORY 1Nw tiWa6 •••;* CLASSIC, PORCH C. B WIND EXPOSURE CATEGORY — _ MODEL, STEEL D. GCpi +—.55 INTERNAL PRESSURE 1/1212 018mm OF f BG 2017 E8]j • z. "1ENONE -17 FLOOR DETAILS O N^ O N VARIES TO 50' O" 00 N PT 2X4(6)FLOOR JOISTS 16"OC 5/8-X 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL o a DOUBLE PT 2x8 SKIDS PT 2X4(8 RAIL MODEL MRA(#24DACI)OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR (3)3-X.120 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY T FLOOR WIDTH OF 13'B' I A FOUNDATION ANCHORING TIE DOWN SYSTEM g A TO BE SITE DESIGNED AND LOCALLY PERMITTED g o J -1 .� 30a IL B 13' 6" MAX \p\7\AN��SH 1/12/8018 Sim O W OhN OO NO^ IrZ CA? g g (8)3"X.120 NAILS PER CONNECTION ,�„ vu'iJv ••o W 8 PT 2X41DFLOOR JOIST$18'OC ~ 10' 11'6"and 13'8"WIDE UNITS v~i j;3 Pt 2X8 FLOOR JOISTS 18"OC TYPICAL FLOOR FRAMING 2"(OR 4")X 8"X 18"SOLID CONCRETE BLOCKS a =V AND TIE DOWN ANCHORS SPACED 2'FROM 08.1 N.T.S. EACH END,THEN MAX.8'CENTERS. vltortPk 3/4"PLYWOOD PT FLOOR JOISTS AT 24"OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD 2X4(8)PT FLOOR JOIST FLOOR LOADING. ROBIN BUILDERS, IN 2X4(8)PT HEADER BETWEEN UNIT WIDTH 6' 8' 10' II'6" 13'6' 552 S. STATE ST. cc.sso�uo Y k SKIDS R N5107 SMi-)6 /, S S 3"x DE NAILS 6' N LYONS, A 4 LSUCCCINO]/16 - FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266 D—'"^'^'"""'�""'�'tvfG1Aitln K 20 GA GALV.ANGLF P�AT� nvs ws»,uvs wov 8-3"X.120 NAILS E P T #OF SKIDS 2 2 2 2 4 ISUCU•1p3156 O O O O rM�,rrr 'A' 16' 18' 18' 24.5" IS' 2X4 PT HEADER BETWEEN FLOOR DETAILS SKIDS-3"x.120 NAILS V OC c DOUBLE PT 2X8 SKIDS "B' 40" 60' 84" 84' 40" SIMPSON H4 OR EQUAL ON SIZE 10 X 16 OR LESS gg gg EE FOR IpES PgSF LFLOOR LOAD 16"OC OR 24"OCpFELpOORI�JOISTS CAN ON SIMPSON H10-2 OR EQUAL NOTE:FLOOOREOISTSK 8)3 XD1OE NAILS AT EACH RECEIVE W THS AD CE NTERNSKIID AND�ANIEXTRA 1SKQDVIS PLACED UNDER4EACH ON SIZEtOx18 OR LARGER CONNECTION. OUTSIDE WALL. C 20 17 2-z°- z °1 BFLOOR DETAILA NONE N.T.S. PSI APPROVAL 201E-01-15 FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5"X 4'MITEK CONNECTOR PLATES HEADER DETAIL MAX SPANS 6 FASTENING EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X6 EACH SIDE OF JOINT WITH 1/2" WITH 1/2" 12 - 20 GA.3"X 6"CONNECTOR PLATES 0 0 IN PLYWOOD PLYWOOD 3 AT THIS CONNECTION ON 14'WIDE C ® ® ® UNITS ONLY NI 1--4X4 OPTIONAL EAVE 3"MAX�" DOUBLE 2X4 SYP#1 KD STUDS S DOUBLE I ® 2X4 SYP#1 KD RAFTERS AT EACH END STITCHED W/3"X.120 NAILS 12"OC MAX SPANS 22.5" 84' 95" 2X4 SVP#1 KD WALL STUD WITH < FASTENING 13-.130"x 3' 6-.130"x 3" 8-.130"x 3" 12"2X3 BLOCK 2X4 SYP#1 KD JACK STUD .. NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS z 8� SILL SPAN 8 FASTENING ••i` SILLS 1-2x4 1X4 SYP CONTINUOUS AROURD KD BELTLINE UD PERIMETER 1 1/2"X 12"26 GA.GALV.STEEL PLATE (2)3"x.120 NAILS PER CONNECTION p� TOP 6 BOTTOM OF EACH STUD a (8)1.25"X.105-NAILS(TYP.) 2X4 SYP#1 KD BOTTOM PLATE t ® 3"x.120"NAILS B"SPACING I DOUBLE PT 2X6 SKIDS I 0 {x-13' 6" MAX.—moi AND WINDOWS VARY DOORS MAX SPANS 48" NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY I FASTENING qIL EA EN END WALL F R A M I N G MAXIMUM DOOR SIZE- `0 M TYPICAL DOOR FRAMING: i�Io N.T.S. 108'W X 80'H y M I1 O 12 p �p'n o> 3 - 20 GA.2.5'X 4'MITEK CONNECTOR PLATES r><Qrtalc N O p z 1X4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS WITH(3)7/18"X 2"16 GAUGE EACH SIDE OF JOINT a'i" STAPLES PER CONNECTION f-�;7 (ALT)20 GAUGE STEEL HAT CHANNEL C O t- W/(2)2-1/4"X0.131 HT NAIL PER CONN. 04 UO (3)3"X.120 NAILS PER CONNECTION 2X4 BOTTOM CHORDS ON 10,11'8" DELETE OH ON AMERICANA PIN.,RNNNwNr:RkMM Old, OPTIONAL EAVE 3"MAX--13" &13'6"WIDE UNITS ONLY AND RUFFY MODELS ICC N61076N0 FL NSMPAS,SMI-76 2X4 SVP#1 KD STUDS&RAFTERS 24"MAX SPACING LSIxcc---` DNPNrtmNnt MNnN6Nr:Vktor C.MNRIn,PES Ob iL PE#67576,LA PE NQ017 SIDING:SEE NOTE#14------/ Isotec NU011l6 �,�.,.�. 90" MAX. ` 1 �=1X4 SYP#2 KD CONTINUOUS BELTLINE,DAD-INTO STUD 28 8 6 (2)3"x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM _ PLATE,(4)3"x.130"NAILS(IYP.) 2X4 SYP#1 KD BOTTOM PLATE,3'x.120 NAILS 8"OC�1'`1„I ` N`�ZH E �Q�,�,i���' RUFFY, CLASSIC, : •'J0W4 AND AMERICANA 1 1/2"X 12"26 GA.GALV.STEEL PLATE DOUBLE PT 2X6 SKIDS � m *= FRAMING DETAILS AT EACH$�t,ID 7p FLpQR ON���T ON 4 SKIDS ON 13'8"WIDE (6)1.25"X.105 NAILS(TYP.� I I - F�--- 13' 6" MAX. ►I '*..111212 *11121P018r BC 2017 `N I BTA7!OP `12-20-17 3 of 8 CROSS SECTION DETAIL ` NONE N.T.S. III PSI APPROVAL 2018-01-15 FRAMING FOR FLORIDIAN NOTE: ABLE ORIENTATION IS SYMBOLIC O Co n INCE GABLE CAN BE IN EITHER w N YR@Ftek IRECTION. L N ANO 12 n N I 2 5 �— ROOFING:SEE NOTE 014 N N 1 1/2"X 18"26 GA.GALV.STEEL STRAP AT TOP OF EACH STUD ON GABLES-ATTACH TO TOP OF RAFTER mw o &OVER RIM&TOP PLATE TO STUD Q P1 p.vi-pkh.rdOlds (8)1.25"X.105"NAILS(TYP.) 2x4#1 SVP VERTICAL RIM W ICC 051073" OVER 2x4#1 SYP TOP PLATE r FL#5MP-",SW 6 OUBLE 2X4 3"x.105"NAILS 6"SPACING p o 1SUCCC VA243e O D.p.run.M M.n t ..Vkmr C.Martin,F2 SIDING:SEE NOTE#14 ? Fl P,0!2579,U p[04 7 Z > 1sUCCCNUO24n 2X4#1 SYPKD STUDS Z;O 0 a 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN g a a (2 3"x 0.120 AT BOTTOM OF EACH STUD N ILS PER (8) 1.25"x.105"NAILS(TYP.) CONNECTION 2X4(6)FLOOR JOIST DOUBLE PT 2X8 SKIDS 2x4 SYP#1 BOTTOM PLATE > (--MAX. IS' 6"--�I MAXTYPII LOppRSIZEFRAMING I MAXIMUM DOOR SIZE 110"WX79"H V h� <0N END WALL FRAMING �M M 2x4 SYP#1 TOP RIM RAFTER 3-3"x.120"NAILS AT EACH C "I""" <'� Op W OVER 2x4 SYP#1 TOP PLATE CONT. STUD TO PLATE CONNECTION N.T.S. F c5 vNi r O> FASTEN W/3"x.120 NAIL 8"OC �1 1/2"x 16"26 G STEEL STRAP TOP OF STUD&RAFTER CINNECTION "� O Z N w Z (8)1.25"X.105"NAILS(TYP.) ROOFING:SEE NOTE#14 N o a; v O; >Z W 2X4#1 SYP STUDS Z 24"MAX SPACINGTT o C4 Z u;O 7 OR UO<� 1X4 PURLIN RAFTERS 2x4 SYP#1 ON 24"CENTERS BEARING 2X4#1 SYP BOTTOM PLATE NOTE: EAVE NAL 3"NON-STRUCTURAL DIRECTLY SINGLE 2X4 RAFTER FOR SPAN MAX.93". 1 1/2"x 12"28G GALV STRAPS ATTACH TO GABLE RIM W/4-3"x.120"NAILS EA END USE DOUBLE 2x4 SYP#1 IN'r 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 ROBIN BUILDERS INC. SIDE WALL FRAMING 552 S.STATE St. 2X4#1 SYP STUDS LYONS, 30456 24"O.C. 912-526-53 266 2.3"x.120"NAILS EA END 2)c4#1 SYP TOP& 1X4 PURLIN DADOED BOTTOM PLATES CONT. •«•�--•••— INTO STUDS FLOORING:SEE NOTE#16 FLORIDIAN `� �•;jpvjy•., 'i' FRAMING DETAILS SIDING:SEE NOTE#14 * * �T= STP 39 TOP&BOTTOM OFTEACH STUD •;•1/12 2O'l8c tO: = 2X4(6)FLOOR JOIST "'PBC 2017 o TYPICAL CROSS SECTION •. -~as NOTED 4 OF 8 aRlo► s . 111 ��` SCALE: 1/4" = 1 ntC-rtek GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH (3)7/18"X 2"STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL (3)3"X.120 NAILS AT STUD 12 W/(2)2-1/4"X0.131 HT NAIL PER CONN. TO TRUSS CONNECTION 3r, 20 GA.2.5"X 4"MITEK CONNECTOR PLATES a o 12 EACH SIDE OF JOINT —,", 18 DOUBLE 2X4 STUDS&RAFTERS Pl—ftN— :Rkh"rd Old" Icuslo7wo I FLIISMPAS,SMI-76 HEADER FOR DOOR OPENINGS ONLY AT ENDWALLS ONLY Isuccc du02416 STITCH TOGETHER WITH wP.nm.,rcM" r:vk-cMale,K 3"x.120"NAILS 8"SPACING FL PE 4W",lA PE#4 17 lsuccc.uouw SIMPSON H2 OR EQUAL EACH RAFTER TO STUD SILL SPAN 8 FASTENING CONNECTION W/(8)0.120"x 1-1/2" J�+ SILLS 1-2x4 NAILS PER ANCHOR DOUBLE 2X4 0 0 2x4#1 SYP STUDS 24"OC MINCEO < 1 1/2"X 12"28 GA.GALV.STEEL PLATE 1X4 PURLINyy G a AT TOP&BOTTOM OF EACH STUD 1X4 PURLIN PEXCxo1 NECTION a.4 WITH(8)1.25"X.105"NAILS(TYP. (3)3"X.120"TOENAILS AT STUD MAX SPAN 48" TO PLATE CONNECTION co W-C > u FASTENING 13-.130'x3' 2X4#1 SVP BOTTOM NAIL EA EN DOUBLE PT 2X8 SKIDS 8 TOP PLATE F NOTE FOUR SKIDS UNDER 13'8"WIDE FLOORS ONLY N to HEADER DETAIL MAX SPANS&FASTENING TYPICAL DOOR FRAMING: W N 13' 6" MAX. '1I MAXIMUM DOOR SIZE- l-. w HEADERS 1-2x4 2-2X4 2-2X6 108"W X 80"H ren M PLYWOOD WITH V4 =<.N �> END WALL FRAMING c "< I ® ® N.T.S. h �`o OVIN LIZ D ox 0>03 1-04X4 12 20 GA.2.5"X 4"MITEK CONNECTOR PLATES a y m v 3.5 OR EQUAL EA SIDE OF CONNECTION ti LnJv ix_ � ® IL -c MAX SPANS 22.5" 84" 95" 12 1 o z 1812 2X4#1 SYP BOTTOM CHORDS ON C v < FASTENING 3-.130"x 3" 8-.130"x 3" 8-.130"x 3" 10'WIDE&11'8"WIDE ONLY NAIL EA END NAIL EA END NAIL EA END = DOUBLE TOP PLATE CONT.2x8 OVER 2x4 w SIMPSON H2 OR EQUAL = EACH RAFTER TO STUD 2X4#1 SYP STUDS&RAFTERS CONNECTION W/848 x 1.25" MIN SPACING 24" r� SCREWS PER ANCHOR -a{ N �Lp SIDING:SEE NOTE#14 2 19 $2�}51NC. N 1X4 PURLIN 2N)S �J 1 1/2"X 12"28 GA.GALV.STEEL PLATE J PER CONNECTION w�r� (i i�� EACH STUD TO FLOOR CONNECTI GAMBREL BARN .yplNq�'•., WITH(8)1.25-X.105'NAILS(TVP.) 2X4#1 SYP BOTTOM PLATE FRAMING DETAILS ' No,sun '- fCC777 4�4E�P0�8; DOUBLE PT 2X8 SKIDS C 2017 ��� NOTE F SKIDS UNDER 13'8"WIDE FLOORS ONLY OFOCIN�i O�1`` MAX. ~I2-20-17 5 of 8 CROSS SECTION DETAIL r NONE PSI APPPOV,,L 20lfi I i� N.T.S. FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS HEADER DETAIL MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH HEADERS 1-2x4 2-2X4 2-2X4 #10 x 3/4"SCREWS AT 8"SPACING /7.25"HIGHROOF PITCH VARIES 18'AR-SP TO MAX 3.5/12 12 p w N O SIDES max.3.5� NOTE:GABLE ORIENTATION IS SYMBOLIC N DINCE GABLE CAN BE IN EITHER 00 N L_1 © OPTIONAL EAVE 3'MAX-43' c N MAX SPANS 22.5" 134' 95' FP DOUBLE STUDS AT DOOR OPENINGS �S FASTENING 2-#10 x 3/4' 4-#10x3/4" 1 4 STEEL STUD .. SCREWS SCREWS SCREWS DIAGONAL WINDBRACES W EACH END EACH END EACH END FOUR PER CORNER p o SILL SPAN&FASTENING •• 20 GAUGE STEEL BELTLINE > SILLS 1-2x4 CONTINUOUS AROUND PERIMETER BOTTOM TRACK ATTACH (3)3"x.120 NAILS PER CONNECTION p CL TO FLOOR W/1/4"x 2 1/2"WASHER a U HEAD LAG BOLTS(a 2'CENTERS& 18 GAUGE STEEL STUD PLATE a 4 DOUBLE BOLTS EACH CORNER --- MAX SPANS 48" &EACH EDGE OF DOOR OPENING FASTENING 2-#10X314' DOUBLE PT 2X6 SKIDS ^o SC IEA H13' 6" MAX. TYPE AND LOCATION OF DOORS > AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6'WIDE FLOORS ONLY V TYPICAL DOOR FRAMING: N END WALL FRAMING MAXIMUM DOOR SIZE- Ji N.T.S. 108'W X 79'H W xoC4 �> 1— BOTTOM CORD EACH RIB CONTINUOUS BELTLINE& vltertPk N=N O TOP&BOTTOM PLATES m o;; ~Y ; ATTACH TO RAFTERS WITH THROUGH ROOF PANEL 4-#10 x 3/4"SCREWS EA END � IL 3t _ RAFTERS AT 24"MAX (2)#10 x 3/4"SCREWS PER CONNECTION -p SPACING&LOCATE BETWEEN STUDS AND PLATEST v O a OVER WALL STUDS Plan R9v19vnn Richard Old, OPTIONAL EAVE 3"MAX--y.7" ICC 95107040 FL OSMP45,SMI-76 20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCCC 9U02416 oer D9P9rtm9nt Mompr:VldorC M-1n,PE SIDING.SEE NOTE#14 I FL PE 962379,1A PE 042017 L'uc'[9U024S6 90" MAX. 1 " Base Reil or Top Rail R@I 9LQ INC. A CONTINUOUS BELTLINE� (9 '5 - 268 6 T #10 x re Ipper. T head screw ll)per conn. BOTTOM TRH�ACK CONT.FASTEN /SCREW EA STUDBOTTOM 20 TRACK STENT TRACK . J— �, � w�rr Swayed dimple vAf%w ,.••••., i� STEEL FRAMING 118"dia. JOGAI' i DETAILS N&SUN I DOUBLE PT 2X6 SKIDS I/f 2112 01 I NOTE FOUR SKIDS UNDER 13'8"WIDE FLOORS ONLY I i0�160F "SBC 2017 "�l� R �' Q �` '112-20-17 6 of 8 CROSS SECTION D ETAI L STEEL STUD DETAIL ��'� ��I ��`� " NONE N.T.S. N.T.S. PSI APPROVAL 2018-01-15 g g o FRAMING FOR PORCH MODELS ``������I�I�ii��� TRUSS SCHEDULE: DOUBLE 2x4 TRUSS RAFTERS RAFTER AT ENDWALLS ��g'�H,E &STITCH TOGETHER W/3"x 0.120"NAILS 8"OC �(!�(��`. •'•., i� DOUBLE TRUSS 20 GA.2.5"X 4"TRUSS PLATES •C;• AT ENDWALLS IELD TRUSSES 24"OC Na mm NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS _�.; {_: O N n SINCE GABLE CAN BE IN EITHER - _ ^N DIRECTION. - c 12 `•; /4Q/P 04 8; p KINGPOST ON TRUSSES>99" � N gg G R gg qq 1 DOU N TRUSS PT&VER W Le 2 5� '�I. R01I10...O � r 1 12"X 12"26 GA.GALV.STEEL PLATE ''�� (8).105"z 1.25"NAILS III < O 20 G GALV STEEL HAT CHANNEL ROO LNG:SEE NOT #14 Gi LI T W/(2)2-1/4"x 0.131"HT NAILS PER CONN. X4#1 SYPKD STUD O�t 2.3"x.120"NAILS 8 OU ET OUBLE 2X4 EACH END SIDING:SEE NOTE#14 z3 CL aw:a a 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1((X�4 SYPKD PURLIN TOP&BOTTOM OF EACH STUD N2AIL5 PER 0 ROOF FRAMING (8) 1.25" x.105"NAILS(TYP.) CONNECTION N.T.S. 2X4(6)FLOOR JOIST DOUBLE PT 2X8 SKIDS I3' 6' MAX. TYPICAL D28R FRAMING 20 G GALV STEEL HAT CHANNEL MAXIMUM DOOR SIZE N W/(2)2.1/4"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS 11 W X 79"H V M w 2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'8"WIDE FLOORS ONL Z u Y r U 1 1/2"x 16"26 G STEEL STRAP AT AT 8"SPACING M n TOP OF STUD&TAIL END OF TRUSS C to< O W (8)1.25"X.105"NAILS(TYP.) m O N O> END WALL FRAMING ep o 3"x12"18 G GALV.PLATES ON 2 X 4 PT NAIL TO UNDERSIDE N.T.S. a y c H y O; 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3"x.120"GALV r m 10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING rawROOFING:SEE NOTE# __\ 20 G GALV STEEL HAT CHANNEL ti < "`•f01M0 W/(2)2-1/4"x 0.131"HT NAILS PER CONN. fa O 7 °i��°••"'�'"•�""•'^'�"•"w" 1 1/2"x 16"26 G STEEL STRAP a O PORCH DETAILS k.,.n,�.u.�•.�, wac.umua TOP OF STUD 8 TAIL END OF TRUSS (8)1.25"X.105"NAILS(TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3"Z�t 1 1/2"x 16"26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT. NON-STRUCTURAL SAVTOP OF STUD&TAIL END OF TRUSS DOUBLE 2x4#1 SY FASTEN W/2-3"x.120 NAILS EACH 8"(8)1.25"X.105"NAILS(TYP.) CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS xSYP PT TOP �-•r• PLATE CONT. g Upg OPEN PORCH AREA ROBIN BUILDERS INC 2X4#1�$,CENTERS MAX&SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE St. 2 4x4 PgTpPEOSTS AT EACH 24"MAX SPACING LYONS, 32 30436 2-3"x.120"NAIL EA END 8 PORCf$ 912-526-3266 T I ORNER 2x4#1 SYP BOTTOM TYPICAL WIN.FRAMING PLATE-INTERIOR 2X4 PT RAILINGS WALL ONLY MAX 6"OPENING 1X4 PURLIN DADOED •+��•••� INTO STUDS FLOORING:SEE 1X4 PURLIN NOTE#16 PORCH MODEL SIDING:SEE NOTE#14 FRAMING DETAILS 2X4#1 SYP BOTTOM PLATE 1 12"x 12"26 G STEEL STRA 3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST (8)1.25"X.105"NAILS(TYP.) 1 1/2"x 12"26G GALV STRAPS 5/4 x 6 PT FLOOR DECKING "x12"18 G GALV.PLATES 2X4(6)FLOOR JOIST M)2-20-17 BOT OF EA STUD TO RIM JOIST ON PORCH ONLY ON 2 OUTSIDE SURFACES OF FASTEN W/8-11/4"x.105"NAILS TOP&BOTTOM OF 4x4 PT CORNER CROSS SECTION8 POSTS-10.3"x0.120"GALV NAILS EA PLATESIDE WALL FRAMING SCALE: 1/4" = 1' &01-15 PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOISTJANCHOR FLOOR JOIST GENERAL N❑T E S 2'x2'xl/8' ZINC PLATED WASHER3/4' PLYWOOD FLOORING N 1. BUILDING ANCHORS INT❑ EARTH SHALL BE .-c 1/2'x4' GALV LAG HOLT2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHORS BY HOME PRIDE OR EQUAL WITH n ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24' AND WITH 1/2'x4' GALV LAG BOLT2x4(6) PT RIM JOIST AVERAGE HOLDING POWER OF 4,000# THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST 6 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST2'x2'xl/e' ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL g GRADE BUILDING CODE. LOCATE ANCHORS PER 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN ��+ 4. ANCHORING SYSTEM TO CONCRETE SLAB PERPIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PERREQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN ASANCHOR SPACING z 1/2' EYE AUGER ANCHOR WITHTTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TOREQUIREMENTS i 4' SINGLE HELIX 6 MIN. 2'x4' GALV LAG BOLT CENTER OF END PADEMBEDMENT OF 24'. LOCATEH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS ISN ANCHORS ONLY ALONG LONG , THEN RIM JOIST 6 CENTER TO CENTERIL SIDE OF BUILDING. END ANCHORSD OF FLOOR JOIST 7, BASE OF EACH PAD TO HE 8'xl6'x4' SOLID WITHIN 2' OF EACH END, THENCONCRETE BLOCK (CEMENT AND SAND MIX) e' MAX ANCHOR SPACING. E 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m -r AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING > SHED WITH ATTACHED SKIDS 4' SINGLE HELIX 6 MIN, 9. ANCHOR SPACING IS BASED ON ASCE 7-10 E END VIEW EMBEDMENT OF 24'. LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B v r,o i ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) EXPOSURE C : ln� s SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION WO a SCALE, N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT NN Il. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE C4 a C 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG ylVj 13. PIER SPACING REQUIREMENTS SAME AS "4 AUGER ANCHOR SPACING REQUIREMENTS ,N o- o NJ O ANCHOR ATTACHMENT DETAIL o :)a SCALE, N.T.S. C = O a Z FOUNDATION ANCHORING TIE DOWN SYSTEM i 3 2x4 BASEPL (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4' PLYWOOD (1) 2'x2'xl/8' ZINC PLATED WASHER PERMITTED 26 GAUGE G-90 GALV w 6wY�/�w p.r 2x4(6) PT RIM JOIST STEEL 1.5'W x 18'L p��nE R.A.—RkMrd Old. 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1OC651671146 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH FL6SMpdS,SM1F76 SOLID CONCRETE SLAB STUD 6 FASTENED W/ LSUCCC 6U02416 EYE HOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' DepenmoM M.nyer:vlmr C.M-11,VE p 11.01P R INC. (1) 1/2'x2' ZP BOLT, (2) 2'x2'xi/8' 6 2x4 PT BOTTOM PLATE, RING SHANK GALV NAILS FL LSUOOCCx6w2u6 PE#42017 S NS 28 8 ZP WASHER, (1) 1/2' ZP NUT SPACING OF ANCHORS TO ( Q) HE MAX 3' ALONG ALL 2x4 BASEPLATE T ,�.;:;"^T'M1•�7+tL.,: A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 MIN 4' " i.b"++''a?• 870# UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN F OF `111111111F �/ ••nq iii4q'.4<,?�}}:..,•,t EACH CORNER. ���(G•(H ETV 144", ..+.�...�. ANCHOR MIN 3' EMBEDMENT. 2'x4' P.T. BASE LOCATE ANCHORS ONLY ALONG �� CONCRETE SLAB BY LONG SIDE OF BUILDING, END T . 4,i.Via, ONCRETE SLAB BY •�1: ;yOiNe•• ' OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' ..I;r;;•:�, ANDOTHEJURISDICTION RS LOCAL DEl TIE DOWN DETAILS AND JURISDICTION END, THEN 3' MAX SPACING -L No.6E4lY _ APPLY APPLY SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR lbLTE OP '� ANCHORED TO CONCRETE ANCHORED TO CONCRETE ••'••... ....R� ` "'71E DOWN ` ,� T2 zo 17 a or a END VIEW END VIEW III ^' AS NOTED SCALE- N.T.S. SCALE- N.T,S. 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TLECtI?-'cKEID RECERitt'IEp SUrcvE`(:1o•24 7C>19 LJ u Ig48 •Z4Cp1 PERRET AND ASSOCIATES , INC . 5627ATLANTIC BOULEVARD•SUITE#6•JACKSONVILLE FLORIDA 32207•PH:904/805-0030•FX:904/805-9888 GENERAL NOTES LEGEND (1) BEARINGS SHOWN HEREON ARE BASED ON P.C. POINT OF CURVATURE R RADIUS P.T. POINT OF TANGENCY D DELTA (INTERIOR ANGLE) N'4�--. Lo c2Z•w, .SFoe P.R.C. POINT OF REVERSE CURVE A ARC LENGTH Q Iw L `NE oo Qoa.o . P.C.C. POINT OF COMPOUND CURVE C CHORD (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED P.O.C. POINT ON CURVE CB CHORD BEARING FOR EASEMENTS, COVENANTS, RESTRICTIONS B.R.L. BUILDING RESTRICTION LINE A/C AIR CONDITIONER rL CENTER LINE CONC. CONCRETE (3) UNDERGROUND UTILITIES SERVING THIS R/W RIGHT-OF-WAY PROPERTY HAVE NOT BEEN LOCATED OR _ SHOWN SCALE I `20 (4) IT IS THE LENDER'S RESPONSIBILITY TO DETERMINE FEMA F.I.R.MAP STATUS FOR THE y a \\\ LIFE OFE.THE HEHEPWILLC CONFIRM �-2�-�v NATHAN P. PERRET, FLA. CERT. NO.6900 ABOVE.SURVEYOR HEREON WILL CONFIRM RAPE OF FIELD SURVEY 1. .. LB - 6715 F.B. U t PC. l CI MOT VALID WI7NOUT 7NE SIGM7URE& THE ORIG/MAL RAMD SEAL OF A FLORIDA UCEMSED SURVEYOR&NAPPER ORDER NO .q 24—I