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533 Seaspray Ave metal garage permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY STRUCTURE NEW RES MUST CALL BY 41PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-ACST-2808 Job Type: DETACHED ACCESSORY STRUCTURE NEW Description: NEW METAL BUILDING FOR A GARAGE Estimated Value: $8,208.00 Issue Date: 1/31/2017 Expiration Date: 7/30/2017 PROPERTY ADDRESS: Address: 533 SEASPRAY AVE RE Number. 170703-0312 PROPERTY OWNER: Name: OETJEN ET AL, ROBERT J Address: 533 SEASPRAY AVE GENERAL CONTRACTOR INFORMATION: Name: CAROLINA CARPORTS INC ,CBC1254822 Address: 2465 COLQUITT HWY QA MICHAEL RAY JOHNSON Phone: 904-854-9416 PERMIT INFORMATION: PUBLIC WORKS: 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 inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container company must be on City approved list(Advanced Disposal and Realco Recycling(. Container cannot be placed on City Right-of-Way. Full right-of-way restoration, including sod, is required. Provide construction site management plan,including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. All runoff must remain on-site. Cannot raise lot elevation. FOB6:IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,�. ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 PLAN CHECK FEES $45.52 BUILDING PERMIT FEE $91.04 STATE DBPR SURCHARGE $2.00 STATE DCA SURCHARGE $2.00 PW 2nd Submittal Plan Review $50.00 Total Payments: $190.56 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDII,IG PERMIT APPLICATION OFFICE COPY CITY1IOF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 ��T Office(9p4)247-5826 Fax (904)247-5845 - Z X08 Job.Address: A5 ,SfAEtA ,la AJC AtGfaY[ �/ �1 Permit Number: artir Legal Description 0! 14'-141 l/4 ZS- .�9E�1 SedSlduYC3� ALK-4 Parcel# J70Qo.T 0,3/.L Floor Areaof z,q.N. Sqbt Valuation of Work S F,&F. 13 Proposed Work heated/cooled non-heated/cooled iderld Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one):. Commercial sidentia If an existing structure,is afire sprinkler system installed? (Circle one : es o N/A Florida ProductApproval# For multiple products use product approval form Describe in detail the type of work to be performed: A.t47101L Zo*.p r - rrv. C__(A �� c Property Owner Information: pp Name:I ehAAI el C-�.r Address: SM Ste SP/Lfa ft e- City A�FLAaria jAelF StateFA-Zip 270 Phone f0 91 a9 E-Mail or Fax#(Optional) ContPactor Information: Company Name: C�ftd�:r_i( asfS ZA✓t Quali ing Agent: eH/tt K- e Address: CiTy State Zip 3fP14 Office Pho �2 State Cert. t ' Architect Name&Phone# o n Engineer's Name&Phone# s• N f O Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated l certify that no work or installation has commenced prior to the issuance ofapermit and that all work will bepeformed to mee/hhe standards ofa/!laws regulating construction in lhisjurisdiclion. This permit becomes null and void Ifwork s not commenced within six(6)months,or ifcontruction or work is suspended or abandoned for o period ofiu/6J months at any time after work is commenced. l understand that separate permits must be secured far Electrical Work,Plumbing,Signs, Wefts,Pools, Furnaces, Boilers, ilearen, Tanksand Air Conditioners,eic 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. 1 hereby cerl f,that I have read and exambied this plication and know the same to be true and correct Alt provision f laws ofd ordinances governing this type al work will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision of any other federal,state,or local taw regulating construction or the performance ofcontruction. Signature of Owner l' Signature of Contractor Print Name �.ZtL.�.t?J..:.... .._...ol,`:... . ...._... .............. Print Name 0­'­_... eL._2T 19Sac:.i .__.. Sworn to and subscribed before me � Swo and subscr' d before me this Da d f '' this D :A i CLINT OUNNENCE ,,,�w, ouaa6lCE �( ,.aa ver, -sTarm-naEe N ry Pub 'si" P"Y o u Ic Err Carom.Ewm Uff roti Rn �� EO'Cana.frpm A1a?a,2011 i 1 ,yL CO"Wiai 0 FF mIDW 'P.�Y t(es�sctl ll l�b.ItO qtr,. City of Atlantic Beach APPLICATION NUMBER -r Building Department (To be assigned by the Building Department.) 'i BOO Seminole Road j - - Atlantic Beach,Florida 32233-5445 t0 WV Phone(904)247-5826 Fax(904)247-5845 otf��� J E-mail: building-dept@mab.us Date routed: Iz I - Cityweb-site: hftp:/Aw .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: .:�33 S FASPartment review re red uiYes No n Applicant: QnQ,"Z"S p.`�- nning &Zoning /� p Tree A minis rator Project: (k�ZI�C — / Vk�7at L�CUC� licworL lic Utilities Public Safety Fire Services $ Dept Signature Other Agency Review or Permit Required Review of Permit Verified or ReceiptB Date 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: pproved. ❑Denied. (Circle one.) Comments: //�,D� B DIN �v PLANNING&ZONING Reviewed by: Date: Z/ 2 Z-t(0 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06/+&09 c uLv�,h City of Atlantic Beach =muted: NUMBER il Building Department ilding Department.) 800 Seminole Road _� Q^�Atlantic Beach,Florida 322335445 (,t-�Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@wab.us City web-site: http://wxw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:S_�s S t=L..'s 1F� (,-y Department review required Yes No n ildin Applicant: ( t tJ l '/t.2 Pne'�_ 0�`� riling&Zoning ree Administrator Project: C f}gAA—,F — / ylF7,gy g(pT_ lie Works lie Utilities 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: ❑Approved. Denied. (Circle one.) Comments: _fes df'r��..did BUILDING PLANNING &ZONING Reviewed by:��4.. y Date: /A TREE ADMIN. Second Review: FFS�II"" roved as revised. tpr+PP ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised OSMV09 City of Atlantic Beach APPLICATION NUMBER Building DepartmentC (To be assigned by the Building Department.) # .� 800 Seminole Road C(7 Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(goo) MKC 5 1016 E-mail: buildingdept@rwab.us Daterouted: I� City web-site: http://www.caab.us F,,. APPLICATION REVIEW AND TRACKING FORM Property Address:s3.3 S &O's Department review re uired Yes No n WSewicesy Applicant: l /L(�I IrJ/1 f}{� PnQ 7S � p�`nZoning is ra or Project: s es y s 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 Tiansportation 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 DepartmentrFimt Review: ❑Approved. [jDenied. (Circle one ments:BUILDINGPLANNING&ZONINGReviewed b Dater TREE ADMIN. nd Review: Approved as revised. ❑Dented. , a��PUBLIC WORKS Comments: L PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: :2 FIRE SERVICES Third Review: ❑Approved as revised. enied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach APP ON NUMBER o Building Department s �+ ,a (To be assigneded by by the Building Department.) 800 Seminole Road Atlantic Beach,Flodda 32233- �„(? S Phone(904)247-5826 - Fax( 2 4 E-mail: building-dept@coab.us _ Date routed: Iz I Cityweb-site: http:/Avww.coab.u9Ly; —– APPLICATION REVIEW AND TRACKING FORM Property Address:S33 S &G SDepartment review re uired Yes No ildin Applicant: CAAOW-38;: PnQ2S� l k`Q rating &Zoning Tree Administrator Project: l-�&,A� _ _ I V `F7.o./ L�(lJ� Iic W T lie Utilities Public Safety Fire Services Review fee $ Dept Signature' Other Agency Review Or Permit Required Review or Receipt Date of Pennit 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 r(Circle partment7ewwroved. ❑Denied. e.)G , .ONINGReviewed by: `"�`'– Date: jZIN. roved as revised. Denied. *UIBL�11C WORK Co menu: // UTILITIES j PU<ZC/SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ZONING REVIEW COMMENTS City of Atlantic Beach j Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 I `{ Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 12/27/16 Permit: 16-ACST-2808 Applicant: Carolina Carports Review: 1" Address: 2465 Colquitt Hwy, Culquitt, GA 39837 Site Address: 533 Seaspray Ave Phone: (229)243-2444 RE#: 170703-0312 Email: Not Provided Correction Comments 1. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 2. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. Derek W. Reeves Planner dreeves@coab.us ZONING REVIEW COMMENTS City of Atlantic Beach rl Community Development Department 801) Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904)247-5845 Email: dreeves(a)coab.us Date: 12/27/16 Permit: 16-ACST-2808 Applicant: Carolina Carports Review: la Address: 2465 Colquitt Hwy,Culquitt,GA 39837 Site Address: 533 Seaspray Ave Phone: (229)243-2444 RE#: 170703-0312 Email: Not Provided 2(('- ' -r CVr 554-94zS c48tc3Ccomcas-1-.^e4 tion Comments �W^e�� 1. He t: Section 24-17 requires height to be measured from grade to the highest point of a building's f structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall eight on plans. 2. ree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. Derek W. Reeves Planner (' k dreeves@coab.us ;IIIj JAN _ a 2017 I, TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMHTt / L"il eST—�dcr� SEQION I-APPUCAtQ INFORMATION r Owner(s) r Legal Authorized Agent' NAME OF APPLICANT NAMEOFCOMPANY ADDRE55 OF COMPANY � (//GS dae_ 14L../ TT 1p,,W eet�,O cz TTv 6A 39.P7V PHONE R -17-24 EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION It-SITE INFORMATION STREET ADDRESS OF PROPERTY 5-33 .r Eq J ex,051 ,yVBNtc 6 ManoJmesshosmrbemaulgiedroMrpvpaq:mrxoarheAB&n'NRg Otyarementm ryaI)11)-SBffirortWafmadtlma LoT 10/ QLOGK ? sEn r,-,�yY A a,v/s.N Aeeo�o..+� LEGAL DESCRIPTION L — c / 3T Ad /w PLL,6 r-vc lLEeae-J./ eF D"vn/- es wv , Pe. LOT a D BLOCK �2 SUBDIVISION REAL ESTATE NUMBER /!7x703031 > ROTOR PARCEL SIZE � S�ob SOFT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that I have reviewed the Provisions of Chapter 13, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances far the City of Atlantic Beach,FL ancVm I have participated in a pr"pplication meeting with the Administrator of those regulations. Subsequentty,I affirm that no reg/ul/ated trees and no regulated vegetation will be damaged destroyed and/or removed ��/��J conjunction with this project. SIGNATURE OFO ER SIGNATURE OF OWNER Signed and s"m before me on thlday of g(, ,by State of County of IdenUlkabonverf lied: e-S Oath sworn: r Yes r No TONT GINDtESPEFGER !'= MX"R' 6cI' FF 92x951 NotarySignature EXPIRES'.0ctorer 6,NIS k - a, gimme mry���v v�m'K umar«mm My Commission expires: CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 Sao*m lam Atlantic Bach,FL 322334318 TELEPHONE:(904)247-5834 FAX:(%4)247-5843 .scab.. CONTRACTOR: DATE: 12-15-16 Carolina Carports,Inc. PERMIT# 16-ACST-2808 2465 Colquitt Highway ADDRESS: 533 Seaspray Avenue Colquitt,GA 39837 �jlL�/ AHantic Beach,FL 32233 Fax: 904-854-9427 PERMIT APPLICATION FOR G GE/METAL BUILDING Your permit application has been by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams(<),coab.us. PUBLIC WORKS CORRECTION ITEMS: 91ubmit the following information to the Public Works Department) tI"" Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit i3 required if using right-of-way for construction parking. NJ" Provide drainage plans showing site topography(flow arrows,etc.). • Provide erosion and sediment control plans with installation details. Provide impervious surface calculations for entire lot(existing and post construction). ✓" Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF V1ore impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ."Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' 301itours. *` Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to St t. " Provide detailed plans showing proposed water retention. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be primed on your permit as Conditions of Approval) •" 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 inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. *" All runoff must remain on-site during construction. •` If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. "Roll off container company must be on City approved list(Advanced Disposal and Realco Recycling). Container cannot be placed on City Right-of-Way. •* Full right-of-way restoration,including sod,is required. "* Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ** All runoff must remain on-site. Cannot raise lot elevation. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department TRANSMISSION VERIFICATIaJ REPORT TIME 12/15/2016 17:05 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL 9042475843 SER.* BROL7J723782 DATE.TIME 12/15 17:05 FAX NO./NAME 98549427 DURATION 00:00:50 PAGE(S) 02 RESULT OK MODE STANDARD ECM - ----- ----------- -------- s - '` ZZ to7 - - r J g 2n V t �j �Op AV�Vrt 60,04.01 XZ9 C-� - X3 36 Z d 1 60AI�meisn f'-4 APPROVED 0 — Lsli" Z/'7� a-2 0 q ' n 0 O q ` z .;• A P FR A M c k ti N a lz d M f= :33' v `"O A!I y�r�l6rt p/ice _ 1.d „e'" i r /11I AcG ZT. , f.e / >r o Jl "- - ' ..._�. •,: e., �j�l/fie Fe L-11-�1 di EWS, CURTIS R KOOKER. INC. m'y°yi,,pqN wd. 9�a °i1 ' ��` AA mrean m e. t.) nd. b a �LRD SURVEYORS AND PIMINFAS m aWnpsQ2, a..eaot'1680 EMERSON STREET Fmdda Sm mod aVACNSOM161E. FLORIDA 32207 aaaead TeCMleai 7- Me aMnrt d 'fdle fueYlyd.396-8334 StardadSULaNna. 3. Nd_abebedd_ _ fo.F (904) 398-9997B. FAL`. 4. 8T zba A.�';TNSlilw reeab N brd doWmYied fnml mTad 1 aY,ryao$all d Food Ywoance Rok O/I GWS*" MAIM Ca9 ok d d Ila. M IBfPFX\E RabiImI � 8r law IdD X CXCpSWI N CMf S1eL d FI„lia award h1 1a1a Xal.d! ialaa SaayaY Metld EILt6G X—X fENL6 M V aa6erY eaaae. gal 49 4-A BO GARY SURVEY \ , A PROVE® . Mott WyBreJ� �I o-KVL �eALr OT AOUS fI to I" r A �? _ v ePtY� rb x� e. ". .ry Ams C� . Aw be p./e0f 7o i `rrw. F3 .0Ch2 ryp c a D,r eCG Y " xLo(:l", �0 6" er l 'It , 6, SO% (e-ie 1�'+N.VIOUS 1 J ,z fi� de /-er, nJEdi , xtitfrot.K] SURVEYNOTES VUXTETEBW CROSSING ON NORT HERLY S IDE OF LOT THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY BRL=BUILDMIG RESTRICTION LINE T}�A R G im r T IIB9YflJfIF/TYTIMM".LW1Y9RhY SURVEYING ,I n.]wwwor�wnmrt"nonaF. I' 411TEYIA9W®UOF)1WOEBTM f W �:� NflvNNWTdRANM111d11MlCDE1[LThPC LB#7893 °:� moxnxE.nownenv"®ea]xvn:se.L •� ��ttu w_i �"PN9®Neo]�aNN109Nnn�Oi9iulM signed SERVING FLORIDA Kennethhb7--h a$ M.wiRnitrmwSs lDz thb.20 WESTPNMBEll X aW OsborneIQM36�] ' PXDEPNE I N'6(M) i6eJa:T6o"m aI"1F EO A=XE fecHW)741 5 KENNETH JIMB � NE 4inlEWIDEFPCSIMILE(eWI]VtLS]6 �48f2&6d.,4��Rd9PcF„ Lesesne XIM�m�q.a�mym4"=� ?„ Comp. By: SRW Date: 12/22/2016 Public Works Department City of Atlantic Beach Permit No: 16-ACST-2808 Address: 533 Seaspray Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivision,and Land Development Regulations requires that the difference between the pre-and posldevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runaff A=Area of lot in square feel R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 7,500 112 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd"C" Impervious 2,075 7,500 1.00 0.28 Pervious 5,425 7,500 0.20 0.14 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 7,500 x 9.3 / 12 V= 2,449 ft' Postde nalooment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (k2) (ft2) "C" Md"C" Impervious ,7 5 7,500 1.00 0.37 %ISA= 37.3% Pervious 4,705 7,500 0.20 0.13 Runoff Coefficient(C)- 0.50 Runoff Volume V= 0.50 x 7,500 At 9.3 / 12 V= 2,895 ft2 Required Storage Volume DV= Posidevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,895 - 2,449 DV= "It ft3 Retention Seasp2y Avenue 533 122D2016 , 51 y. Comp. By: SRW Date: 12/22/2016 n 0' Public Works Department City of Atlantic Beach Penna No: 16-ACST-2808 Address: 533 Seaspray Avenue Provided Storage: Elevation Area Storage (ft) (ft) (ft') ? 7.5 196 0 BOTTOM 14 X 14 ? 8.0 256 113 TOB 16X16 Elevation Area Storage Ift) (ft) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft 1 (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 256.0 d=depth to ESHWr= 4.5 pf=pore factor= 0.3 Inground Storage= 345.6 ft' Required Treatment Volume= 446 ft' Supplied Treatment Volume= 459 ft' RetenGan Seaspray Avenue 533 1212212016 BOUNDARYSURVEY OFFICE COPY 0 y \ Cl9lE NSEfl v LO i' J1 + RLOC'h 140^. �0 /p9 R ,7 V /� LL,OT 4 lto SLOC'k T_ ney � dpl. 'r p�'Ac a . (L1eeYs lwt 6rt e CZxt3(- a ' Ywpds SO% Q.�I� r Hand R*tVlopS BLOCKLS CIi '_ eta " SURVEYNOTES ZZYOCREMMITCROSS)NG ONNORTHERLYSIDEOFLOT THEREAREFENCESNEARTHESOUNDARY OFTNEPROPERTY BRE=BUILDING RESTRICTION LINE TARGET INI� fFRIFYTNiIIW EP1tlM1Y4NYF. SURVEYING LLC SFVEYPPFP.V®IRR•IFA MIL116CIFM E LB X7893 \•�:: ainRK : SbNNPFNou111ENTAlE00L41RK YI1 �el.•\P oAAArsmuNmsEnsPx NQscxnn .. s �019�WMsgned SERVING FLORIDA Kennethby--A MMWMRIIAHVIBAL,6 102 •••• D`b W PAMEALH,PL3]IIIi `OsborneDal=361611,0) Wn Wla m !3'AYIEpI 1Q3 .. -036M' dTAiflYNE PX NE(O%IINLQV NENNETHJO68 IE y (�p'np�y�(,pQ EfAiE1NUEFP E(AWI'/T1KI8 MCiEEYg1461AVEYOPxUwNB. 4Aps1FIEYTNIRTAEE 11 W®SIIE HImIONge6Nr�fipN //" ' C7rrrs'/dSv /ffo.G Corporate office P.O.Box 1263 Carolina Tbll Free: (800)6704262 187 Cardinal Ridge Tr. Local: (336)367-6400 Dobson,NC 27017Fax: Email:cci©ccihCm-ports,"'Y s (336)367-6110. Fax: (336)367-6411 Website:www.c3rolinacarportsinacom Inc. Fax: - CBC 1254822 DEALER J Dealer Phone No. r 76 Date_//- 30 y6 CUSTOME -NAME n!(r) coT COUNTY (/r ( TAX%(WhemDefivercd)__ ADDRESS 1 3_7 r�p,Fy u- CITY 47 440/C .t/ STATE ZIP 3-1 3 PHONE: WORK ( HOME OTHER ( ��) lf-aii UNIT SIZE W. /4p L. Ht. /J. f Ga. 14 ❑ 12 E5 All Orders C.O.D. COLOR TOP SIDES TRIM L s yyzl r. s@ yoo / 6 � �r.h � cG icu oow„rarmm `before Ttt • 6 "yrj'a 6.A2/r i r lh.t Zc+o elc Lam as . 1abmCTmxo- NOTE:FRAME I FT. SHORTER THAN ROOF LENGTH aelmu b°e az Inndlation Roof Style Regular ❑ Boxed Save 0 Vertical Installation Type .Cement a Ground ❑ „ Asphalt ❑. Other ❑ PowerAvaitable Yes ❑Nog( Uncertified ❑ Certified BINDING PlMCJjA5LCgNjR&a This purchase agreepett[{t�yPggre9m�o7nt^ys made by and between Carolina Car or (" ) Carolina corporation,and ( /l rt C 5 1 'b/ (the•'Buyer"), p 4e.Inc. CCI^,e North Buyer agrees,after being fully educated about CCI's various products includtng the fourteen(14)gauge,twelve (12)gauge,and certified units,to buy,and CCI agrees to sell,pursuant to the terms listed in this Agreement,the item described above. Buyer has read and undersmods the terms of this Agreemen4 including the terms and conditions contained on the reverse aide of this documen4 which terms are expressly incorporated herein by reference,as well as any and all relevant warren form sMA gre bby^,('oundbysans, Customer ' �� CCI: ("i'N(/ y � � Email: / / J r� �CM (r0.f al By: Jt1(.. Aut?bw&d Dealer How did you hear about C.C.I?: M C.C.I. Event c3 C.C.I.REP ❑ Word of Mouth ❑ Other o Website Ci TV Ad 0 Pa Prrnna,. e n3 � t J S� 3 M J M � 47 ((\\ y Z p fn fn A A lo y ♦ p O �. m 8 C i� �m 0 A n, O .� O .q D O .,D > N - y n n n , T a.''o Z A i A A c .Z' (n Z' N N T D Z � Z 2 • � •( - n .nO n '0, A m D '0 A Z s z { 7 N m ° 1Nei g ,c g D A Ap n, e ri w O •'OmI . i N — fn n �O 0 rn m g' g Dgi 0 m D O rI 0 z METAL CARPORT INSTALLATION PLANS AND DETAILS TABLE 1 AND � BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING FRAMING AND FASTENER SPECIFICATIONS SPECIFICATIONS AVERAGE FASTENER SPA ING FOR CONSTRUCTION IN THE ON-CENTERS ALONG RAFTS IS OR STATE OF FLORIDA MAXIMUM PURLINS,AND POSTS OR G IRTS (INCHES) PREPARED FOR: WIND ULTIMATE NOMINAL POST I RAFTER CAROLINA CARPORTS,INC. i EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END P.O.BOX 1263 CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS DOBSON,NORTH CAROLINA 27017 PREPARED BY: 115 TO 150 89 TO 116 5.0 6 6 BECHTOL ENGINEERING AND TESTING,INC, B, C, Or D 605 WEST NEW YORK AVENUE BUILDING PLANS EXaMlNE€i 151 TO 180 117 TO 139 4.0 1 6 DELAND,FLORIDA 32720 REVIEWED FCS' � NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. Certificate of Authorization No.00005492 CODE COMPLIANCE 2.Fasteners consist of 114"-14X1"self-drilling screws with control seal washer. KEEL' THIS PLAN ON JOB � 3.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 7'to 270(1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. AU U 0 1 2015 _ I Buildin J$x., FL APPROVED PRODUCTS LIST xat lner Sgn ::; CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: Lice se. No. PRODUCT CATEG SUB CATEGORY MANUFACTURER APPROVAL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF No. &D TE 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL %Sr"ER PERM11 STRUCTURAL COMPONENTS ROOF D CAROLINAC ORTS,INC. FL6596. 3 FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS ?6 Gau G Panel 08/18/1 SHALL BE: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND STRUCTURAL COMPONENTS STRUCTURAL WALL OLINA CARPORTS,INC. FL6702. 3 PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR LAN :?6 Ga AG Panet 0811811 WEATHER AND 1-1/2 INCHES ELSEWHERE. EXTERIOR DOORS SWI G POCAHONTAS A INUM COMPANY,INC. FL12903.R3 REINFORCING STEEL: P0odel DD100 Q7/16l11 THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. THIS IS TO CERTIFY THAT THE CALCULATIONS AND i SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY LINA CARPORTS,INC. FL16806.R1 GALVANIZATION: THE UNDERSIGNED PROFESSIONAL ENGINEER,AND EXTERIOR DOORS ROLL-UP CARO Steel LINA Sheet Door 08/18/15 METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT ARE IN ACCORDANCE WITH THE REQUIREMENTS OF DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE SECTION 1609 OF THE FLORIDA BUILDING CODE, WIND SINGLE HUNG POCAHONTAS ALUMINUM COMPANY,INC. FL O,R3 WITH ASTM A 153,CLASS B-2. METAL PLATE CONNECTORS,SCREWS,BOLTS AND FIFTH EDITION(2014). THE PLANS ARE VALID UNTIL Model 100 VS 07!0811 NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR THE NEXT REVISION OF THE FLORIDA BUILDING a HOT DIPPED GALVANIZED. CODE. f:t20VC)C`� A-j Pr4CtIIIJ4L v/V 1 + PAt2A1 ELS GENERAL NOTES: BOE WEST®NEW I R ESTiH C� 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND' LADDING,AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES,INCLUDING BUT NOT LIMITED DELAcat FfAulm � �g�8 +�. -� TO PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. Certificate ofAut�' ;No -- Ir2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY W ADDRESSED HEREIN,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR a FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. idas Becht pe * OF FloridaLicense N ', $���� .' � Floo 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. PLAN REVIEW AND ISSUING OF PERMIT DOES NOT RELIEVE 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 114"x 1"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"O.C.AVERAGE. CONT fit 1111111\0 t Orr ro g�j RAGTOR 0� COMPLYING ' 5. ALL FIELD CONNECTIONS SHALL BE 114"x 1"SELF DRILLING SCREWS. �V ITH ALL CODES 6. ALL SHOP CONNECTIONS SHALL BE WELDED. " R INTERIOR POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. LIN"A CAa Rolam'ORTS! IN'C- 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6 OF EACH CORNER POST AND ONE WITHIN 6 OF EVERY OTHER GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. j FVIGWECI FOR CODE COMPLIANCE FIELD; DATE 8-25-15 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. BECHTOL ENGINEERING D— RR " NTS CITY O ATIANTIV BEACHLE�AND TESTING,inc. 6• POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. cHEckEo: TB Paa.No.: G15001 _ SEE� �FOR * ►NAL CONSULTING IhMWWHN0.DD ENVIaoNYEN'UI.AND►uhwus TESTING ENGINEERS APPFOVEO:TB SHEET 1 OF 4 CONSUL ING GEarECHNICAL NIA PAW *NDCONM= �� 2 4 6 OVERALL LENGTH VARIES OVERALL LENGTH VARIES 26 GA.GALVANIZED METAL ROOF PANELS DEPENDS ON NUMBER AND SPACING OF BOWS DEPENDS ON NUMBER AND SPACING OF BOWS FASTENED TO RAFTER WITH 114"x t"SDF's WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 �3 4 8 BOX EAVE OPTION 3 3 6"TYP OPTIONAL 26 GA. 5 26 GA.R-PANEL R-PANEL ROOFING 1 3 SIDE EXTENSION 24"16 GA U-CHANNEL BRACE F- SIDE OR END 4 2 7 FASTENED TO EACH BOW FRAME = PANELS 4 4 WITH 114"x 1"SDFs 0 OPENING FOR WS SWINGING DOOR OPENING FOR ROLL-UP OR SWINGING y DOOR WITH STRUCTURAL HEADER BETWEEN POSTS w SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 MAXIMUM CLEAR SPAN=iT-0' (NonSWdurai) c SHEET 1 OF 4 SHEET 1 OF 4 SHEET 1 OF 4 SHEET 1 OF 4 v INISH GRADE 6" 6" 6" 6" 3 6• " B 3 MONOLITHIC SLAB FOUNDATION OR TOP OF F- 4 4 CONCRETE o =4 111 — — — — — — — — — —_ — — _ 2 CONTINUOUS CONCRETE SLAB t� 1—� 1 3 (OPEN CARPORTS ONLY) 11l�61=11EI iI{�� � {�{Ili l�lll{{�{�� {�� {{ {{I_I{{.,,{ {�II11--111 {ISI{JII{��III{�{III{{ 1 30'-0"MAX.RAFTER SPAN TIE DOWN ENGINEERING, 30" LONG WITH 3 5/8" ROD AND DBL 4" HELIX EYE ANCHOR 3 (SEE DETAIL 3, SHEET 3 OF 4) ANCHORS NOT REQUIRED WITH GROUND ANCHORS @ EACH END ANCHORS NOT REQUIRED WITH LAB CONSTRUCTION. TYPICAL BOW RAFTER SECTION `EEDETILIORE SLAB ,SHEET3 F4 SIDE ELEVATION INTERIOR IORRAFTERP ST LOCATION SIDE OPENINGS (SEE FTER POST AND EVERY OTHER IORZSHEET3OF4) SEE DETAIL 1 OR 2,SHEET 3 OF 4y (SEE DETAIL 1 OR 2,SHEET 3 OF 4) ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. Not To Scale Not To Scale (SEE DETAIL 3,SHEET 3 OF 4) Not To Scale (SEE DETAIL i OR 2,SHEET 3 OF 4) 26 GA.GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 114"x 1"SDF's WITH CONTROL SEAL WASHER 12 (SEE TABLE 1 FOR FASTENER SPACING) 3 45° '-D"+ '-D" '-0" -0"• .0° 5'_O"+I -SEE TABLE 1,SHEET 1 OF 4 MAX AX MAX MAX MAX MAX MAX '"0" '_0" '_0" EE TABLE 1.SHEET 1 OF 4 5 MAX MAX MAX 1 MAX MAX MAX MAX TS HEADER 6 GA.GALVANIZED 4 7 METAL ROOF PANELS 3 VWELD ALL WEB 5 CONNECTIONS, 4 "WELD ALL SIDES 26 GA GALVANIZED METAL SIDE PANELS. 4 BOTH SIDES SECURE WALL PANELS TO RAFTER POSTS AND END POSTS WITH 114"x 1"SELF-DRILLING SCREWS W1 CONTROL SEAL WASHER 6 OPENING FOR ROLL-UP OR SWINGING (SEE TABLE 1 FOR FASTENER SPACING) BOX EAVE OPTION TS ENDWALL POST 3 DOOR WITH NONSTRUCTURAL HEADER MAXIMUM CLEAR SPAN=12' 5 SIDE EXTENSION 3 NOWALL TS POST 26 GA.GALVANIZED INISH GRADE METAL SIDE PANELS 8 3 MONOLITHIC SLAB FOUNDATION OR TOP OF 4 CONCRETE 2 CONTINUOUS CONCRETE SLAB ROUND POST Q END ROUND ANCHORS EACH END 3 (OPEN CARPORTS ONLY) POST LOCATIONS (SEE SHEET 3) s 4 RAFTER POST AND EVERY OTHER 4 4 END POST LOCATION ANCHORS NOT REQUIRED WITH (SEE DETAIL 3 ON SHEET 3 OF 4) 3 W-0"MAX.RAFTER SPAN ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. 3 END WALL OPENING (CONCRETE SLAB CONSTRUCTION.SEEDETAILOR2,SHEETT3OF4) (SEEDETAIL10R2,SHEET3DF4) END WALL SECTION TRUSSED BOW SECTION Not To Scale Not To Scale ANCHORS NOT REQUIRED WITH NOTE: Not To Scale CONCRETE SLAB CONSTRUCTION. 14 GA FRAMING IS 2-112"x 2-112"TUBE STEEL(TS). (SEE DETAIL 1 OR 2,SHEET 3 OF 4) 12 GA FRAMING IS 2-1/4"x 2-1/4"TS. NIPPLES ARE 2-1/4"x 2-114"12 GA TS FOR 14 GA FRAMING. 26 GA.GALVANIZED METAL ROOF NIPPLES ARE 2"x 2"12 GA TS FOR 12 GA FRAMING. 26 GA.GALVANIZED METAL ROOF PANELS PANELS FASTENED TO RAFTER WITH FASTENED TO RAFTERIBOW FRAME WITH i 1/4"x 1"SDF's WITH CONTROL SEAL WASHER 114"x 1"SDF's WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) Vx H (SEE TABLE 1 FOR FASTENER SPACING) '-0 -0" -0°' SEE TABLE 1,SHEET 1 OF 4 • / MAX MAX MAX MAX MAXMAX MAX BECHTOL ENGIN �8 $ (V6!•� // 6 605 WEST NEW YORK E .� 5 26 GA.GALVANIZED 3 DELAND,FLORIDA 32'x . �� � 3 METAL ROOF PANELS Certificate of Authorizationn 5`492 �� 3� t 4 3 3 BOX EAVE OPTION C 6 BOX EAVE OPTION 6 7 r g y- - • 3 3 3 9 LAI' REVIEW AND l chtal,P. � ; I jj LEAN-TO RAFTER SET O F ©ER J;I T DOES 2 � � � " BELOW TOP OF LE 4 i, ji t Y' t J IO i C9 • �� • R 1 1 4 3 MONOLITHIC SLAB FOUNDATION 6 1 T RA C TO R O F COMPLYING /Sf��•••.•,FL ORP I.•,�y� 6 3 MONOLITHIC SLAB FOUNDATION (D\ 3 3 CONTINUOUS CONCRETE SLAB 4 HALL CODESCONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) /////ON �I (OPEN CARPORTS ONLY) 14'-0"MAX.SPAN 30'-0"MAXIMUM 3 ANCHORS NOT REQUIRED WITH 14'-0"MAX.SPAN RAFTER SPAN 3 CONCRETE SLAB CONSTRUCTION. 3 (SEE DETAIL 1 OR 2,SHEET 3 OF 4) 3 C OLINA (*;AARmrk10*J'K1mkT,0"`, INCE ANCHORS NOT REQUIRED WITH30" CONCRETE SLAB CONSTRUCTION. " x EACH WITH DBL 4"HELIX WITHIN (SEE DETAIL 1 OR 2,SHEET 3 OF 4) 6"OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3,SHEET 3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TOFIELD: —AT B-25-15 Not To Scale Not To Scale Not To Scale BECHTOL ENGINEERING HEc Eo: RR SCALe PRoj No.: NTS AND TESTING,inc. murT8 G15001 CONSULTING WMIECHNICAL.EdVIRONMEWAL.ANG MAMMS 1F5nNG ENGINEM �eNlkele"1ANhortrelfon N"OW05492 APPROVE:TS SHEET 2 OF 4 24"16 GA U-CHANNEL BRACE(5'TO 7'POST) INSTALL 112"x MINIMUM 5"EXPANSION ANCHCR INSTALL 112"x MINIMUM 5"EXPANSION ANCHOR 48"16 GA U-CHANNEL BRACE(8'TO 14'POST) THROUGH BASE RAIL WITHIN 6"OF EACH THROUGH BASE RAILIWITHiN 6"OF EACH BRACE ANGLE SHALL BE MIN.45' �4 RAFTER POST ALONG SIDES AND INSIDE RAFTER POST ALONG SIDES AND INSIDE TS 80W RAFTER TO MAX.AC FROM HORIZONTAL EVERY OTHER END WALL POST ALONG END EVERY OTHER END WALL POST ALONG END NOTE: BRACE NOT REQUIRED AT WALL SECTIONS WALL SECTIONS NO SCREWS CORNER IF END ENCLOSED REQUIRED 2"MINIMUM MIN.6" IN BOW BEND 5" NIPPLE TO 3116" RAFTER e6N MINIMUM 2-1/2"EMBEDMENT 4"16 GA U-CHANNEL BRACE(5'TO T POST)MINIMUM 2-112"EMBEDMENT 48"16 GA U-CHANNEL BRACE(8'TO 14'POST) TS RAFTER BRACE ANGLE SHALL BE MIN.45' 9-1/2" TO MAX.60'FROM HORIZONTAL NOTE: BRACE NOT REQUIRED ATCORNER IF END ENCLOSED>ONOLITHIC'CONC.'FOCOTING MINIMUM 4JJ 6i 2 GA NIPPLE * ! , 3" SECURE POST TO NIPPLE WITH 3" 6"LONG TS 12 GA NIPPLE 4 114"x 1"SDF's SECURE RAFTER AND POST TOCONTINUOUS 4"CONCRETE PAVEMENT NIPPLE WITH 4 1/4"x V(2500 PSI MIN.) TS RAFTER POST SELF-DRILLING FASTENERS TS RAFTER POST REINFORCED WITH 2#5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL BOX SAVE RAFTER/POST DETAIL CONCRETE BASE RAIL AN C H O RAGE 2 Not To Scale (OPTIONAL-OPEN CARPORTS ONLY) 6 Not To Scale Not To Scale (OPTIONAL) Not To Scale DRILL 518"HOLE THROUGH THE 2"WASHERS DRILL 518"HOLE THROUGH THE 2"WASHERS BASE RAIL AND SECURE HE BASE RAIL AND SECURE TO NIPPLE TO 3116" 6 LONG TS 12 GA NIPPLE ANCHOR EYE WITH 112"DIAMETER ANCHOR EYE WITH 112"DIAMETER TS CONTINUOUS RAFTER SECURE WITH 4 1/4"x1"SDF's TS CONTINUOUS THROUGH-BOLT BASE RAIL THROUGH-BOLT BASE RAIL TOP OF ASPHALT PAVEMENT 12"LONG TS 12 GA NIPPLE. OR STABLE GROUND SURFACE SECURE POST TO NIPPLE ° WITH 4 114"x 1"SDF's, 1-1/2"x 1-1/2"x 2"16 GA CLIP i ANGLE SECURE TO RAFTER AND GABLE RAIL W/4 1/4"x1" ° I jI SDF's,2 ON TOP,2 ON BOTTOM IPT ° 1-112"x 1-1/2"x 2"16 GA 6„ CLIP ANGLE SECURE TO EYE ANCHOR RAFTER POST AND GABLE MINIMUM 4" 5B"ROD 30"LONG 24"16 GA U-CHANNEL BRACE(5'TO 7'POST) RAIL W/4 114"x1"SDF's TS GABLE RAIL WITH DBL 4"HELIX 48"16 GA U-CHANNEL BRACE(8'TO 14'POST) 2 ON TOP,2 ON SIDE BRACE ANGLE SHALL BE MIN.45'TO MAX.60' FROM HORIZONTAL °i TS RAFTER POST CONTINUOUS 4" NOTE:BRACE NOT REQUIRED AT CONCRETE PAVEMENT CORNER IF END ENCLOSED TS RAFTER POST GABLE RAIL TO RAFTER POST EYEANCHOR SIDE EXTENSION CONNECTION DETAIL WTHDBL 4"HELX 3>�t��!RAILNCH RAGE RAFTERlPOST DETAIL 7 NScaleALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale _ NOTE: Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE 14 GA FRAMING IS 2-1/2"x 2-1/2"TUBE STEEL(TS). EXPANSION ANCHOR BOLTS) 12 GA FRAMING IS 2-114"x 2-1W TS. NIPPLES ARE 2-1/4"x 2-1/4"12 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2"x 2"12 GATS FOR1 F MING. i'1 fps TS RAFTER POST AS a n .xw"" 2"x4"16 GA PLATE(ONE REQUIRED) SECURE TO EITHER SIDE OF 1-1/2"18 GAUGE FURRING CHANNEL FASTENED BECHTOL ENG T , POST/RAFTER CONNECTION TO EACH RAFTER WITH(2)114'x 1"SELF-DRILLING 605 WEST NEW YO A '� �/" 00 WITH 114"x 1"SDF's, FASTENER SPACED NOT MORE THAN 48"O.C. DELAND,FLORIDA.42 f� '�'` 00 PLANCmall> ertificate of Autho at .5 A 63� w 2 ON POST AND 2 ON RAFTER .; �1�+A no 2„ r-: au TS LEAN-TO RAFTER 26 GA.METAL ROOF PANEL f ' • e I e Thomas Bechtoi, f;°, 0 i *r PLAN R Elf I ESV AND I S S U Ftorlda License No. r +' +9♦ �� ��� 2-1/2"FOR 4 (. A �q 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE O F PERMIT DOES NOT RELIEVE �rP� f, 2-114"FOR FASTENED TO THE POST AND 2"x2"x2"16 GA ANGLE CLIP 12 GA FRAMING DEGRAFTEES,WI H2-1/IONED"x 1" TS RAFTER CONTRACTOR OF COMPLYING DEGREES,WITH 2-114"x 1" SECURE TO POST AND ;1 Z SELF-DRILLING SCREWS AT RAFTER WITH I/4"x1" EACH END(4 PER BRACE) WITH ALL CODES SDF's,2 ON RAFTER, 2ONPOST ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) � ' e Not To Scale CAROLINAC A R%P 4 0 $ POST/ LEAN—TORAFTER CONN. DETAIL Not To SCale BRACE SECTION FIELD; SATE: 8_25-15 Not To Scale BECHTOL ENGINEER/NG '-- RR SCALE NTS AND TESTING,Inc. CHECKED: TB PROD.NO.: 15l�A ^ 1 NSULTt CONG rEMECHNIM ENVIRONMENTAL-AND MATERIALS TU NO ENGINEERS V JUU VV CeNflcal"ol Autlwrtzetl°n No.OOW9d92 APPROVED:TB SHEET 3 OF 4 NIPPLE TO 3/16" TS RAFTER POST DBL.HDR. " N12 GA NIPPLE WITH 4 114"x 1" TS TRUSSED RAFTER CHORD, FASTENERS OR NON-STRUCTURAL HEADER 6"LONG TS 12 GA NIPPLE "LONG TS 12 GA NIPPLE. OST SECURE EACH WITH 4 114"x1" SECURE WITH 4 114"x 1" SELF-DRILLING FASTENERS 118" TS END POST OR DOOR/ 2"x2"x2"16 GA ANGLE CL IP F7 SELF-DRILLING FASTENERS WINDOW FRAME POST SECURE TO POST(EACH SIDE) I TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH 1 D, NONSTRUCTURAL HEADER 4-1/4"x1"SDF s, 1 FXi7 CONTINUOUS BASE RAIL 2 ON BOTTOM AND 2 ON SIDEOUBE TS HEADER OPENINGS,POST SHOUNOTE: AT ROLL-UP O DOD i i BE FLUSH WITH RAIL END. LJTS POST 3/16" NIPPLE TO CLIP POST TO RAIL ONLY ODSL.HDR. /NIPPLE TOSIDE OPPOSITE THE OPENING. \BASE RA{L RAFTER POST/BASE ETAIL POST TO RAIL, TRUSS CHORD, OR IL RAFTER POST/DBL. HEADER DETAIL 2 RAFTER POST/HEADER DETAIL 3 BASE RAIL CONNECTION D NaTRUCTURALNSHEADERCON- DETANtTa Scale Not Ta ScaleNot To Scale NoScale TS POST 6"LONG TS 12 GA NIPPLE 2"x 2"x 2"16 GA ANGLE CLIP SECURE WITH 4 1/4"x 1"SDF'S SECURE TO POST AND TOP OF TS RAFTER POST HEADER,OR BOTTOM OF WINDOW RAIUGIRT WITH 1/4"x 1"SDF's 2"x2"x2"16 GA ANGLE CLIP -TS RAFTER POST SECURE TO POST AND RAFTER WITH 114"x 1" TS NON-STRUCTURAL NIPPLE TO 3116" SDFs,2 ON TOP AND 1-NGLE SECURE TO1/2"x 1-112"x 2"16 GA CLIP HEADER BASE RAIL TS CONTINUOUS BASE RAIL ON SIDE 'D 2 I � POST AND BASE RAIL WITH 4 1/4"x1"SDF's TS END POST TS WINDOW RAIL(OR GIRT FOR VERTICAL SIDING OPTION) TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW ��:O STIRAFTER CONN. DETAIL POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL POST/BASE RAIL CONN. DETAIL &!E�NnD Not To Scaie Scale ale NOTE: 14 GA FRAMING IS 2-1/2"x 2-112"TUBE STEEL(TS). 12 GA FRAMING IS 2-114"x 2-1/4"TS. HN a NIPPLES ARE 2-114"x 2-1/4"12 GATS FOR 14 GA FRAMING. Srl"'E R 'r*"k"n R M I I NIPPLES ARE 2"x 2"12 GA TS FOR 12 GA FRAMING. TS POST BECHTOL EQbi 1 I ?)NC- PLAN605 WEST NE1i1�Y0 Ni�J •.• 00 605 2 100 1/4"x 1" SDF TS NON-STRUCTURAL -- DELAND,FLORID•I'10 •••+� 00 @ 12"O.C. HEADER Certiticate of •. n 2 38 • 33 • • 114"x 1"SDF r, . • -- -- ---------- I @ 12"O.C. . b6FF •• 1-' CURTAIN 18 GA. -------------- PLAN REVIEW AND ISS idaLeen E` e II I ' • OF PERMIT DOES NOT �/�. v • I SWINGING DOOR I I INTEROR CONTRACTOR OF COMPLYING !�,/��••••'��Q�,®�••`• Size varies,see plan) I I EXTERIOR •....,s a �r`, 21 ; ; ( WITH ALL CODES . II II !1111 It II O i C. LL-UP DOOR GUIDE TO POST HIA CARPOOK`TS, IN TS POST I ; L ROLL-UP I , CONNECTION DETAIL 2t A I ' �No FIELD: GATE 8-25-15 Not To Scale CURTAIN:26 GA.galvanized steel with I I i A BECHTOL ENGINEERING D"""'k RR — SCALE NTS baked on epoxy primer&polyester top coat. I I AND TESTING,UTC. CHECKED: TB PPOJ."C I I i G15001 I i I CONSUONG MOTECHNICM,EMIRONYENTAL ANC LATERUALS TESTING ENGINEERS CeNlk"le of Au9nATa9an Na DM5992 IlPPNOVED:TS SHEET 4 OF 4 I I I I i t�