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1879 George St RESO20-0039 CarportOWNER:ADDRESS:CITY:STATE:ZIP: BIXLER ALAN WESLEY 1879 GEORGE ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: CAROLINA CARPORTS INC 2465 COLQUITT HWY COLQUITT NC 39837 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172235 0000 DONNERS R/P JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1879 GEORGE ST RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER 22' x 51' METAL BUILDING - ANCHOR TO EXISTING SLAB $16696.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 2/26/2021 PERMIT NUMBER RESO20-0039 ISSUED: 2/26/2021 EXPIRES: 8/25/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $135.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $67.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.16 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.78 TOTAL: $284.44 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: 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. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 2/26/2021 PERMIT NUMBER RESO20-0039 ISSUED: 2/26/2021 EXPIRES: 8/25/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $284.44 RESO20-0039 Address: 1879 GEORGE ST APN: 172235 0000 $284.44 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $135.00 BUILDING PERMIT 455-0000-322-1000 0 $135.00 BUILDING PLAN REVIEW $67.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $67.50 STATE SURCHARGES $6.94 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.16 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.78 TOTAL FEES PAID BY RECEIPT: R15035 $284.44 Printed: Friday, February 26, 2021 11:25 AM Date Paid: Friday, February 26, 2021 Paid By: CAROLINA CARPORTS INC Pay Method: CREDIT CARD 427725528 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15035 ~+; CENTRALSQUARE RESO20-0039 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: {904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: \1, ?a ,.~ l,--eo r'"~ V . S:\y--,e~ r Permit Number: _________ _ Legal Description J)Ofln:.trS "e. \Y ' 4/'f Y,s.U>±.:3 RE#----------- Valuation of Work (Replacement Cost)$ \lo l®\.P Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • • Class of Work: ~w □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door Use of existing/proposed structure(s): □Commercial ~esidential • If an existing structure, is a fire sprinkler system installed?: □Yes ~o • w·11 re Removal Permit [91(Jo ,pe"s<i"ri~fln detall;the type O e perform~g l ' \/,:'' . < 1,1,.,.'/:Sl\ tlD~-tJ >+mt¥---\ cA. Florida Product Approval # __________________ for multiple products use product approval form Pro ...,,..t-r........,, "'-!:::i'~-'-:i-o,....n _______ ..,,.,.,c:--_ .. , _ ;, Address l <r7q ~Ort; e S{i'e-t,-1 .,......,..--"'-"'-''-"+------State '~"fk Zip "bn~3 CC\13) Lo3Y-S-3b\, Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name ofCompany .. C,~~'.ltn~ •.•.... < Cv.rBo,¥+s ~~~~=s:~!~~ ~C~Jl;~ '~~~,.; 1ntl · ·.· z.+ State Certification/Registration # C U.i nst-1i1,;z; Qualifying Agent __ µ-i_·1_C._L'l_'-' .... t_l---'"'J"'"'o __ h_V'\~So-~\t"'l-----=,_.,.---=-"'...,,,..-,;-,.- City 1)0\$1)}3 State N. t · Zip__.7,,.._"1-=--o"--l_t"--. %_ .. ~ Job Site Contact Number ........ :S~~ .... ~""--7'""""'5"_(.p_-_.g"""\'""'"l_.) ________ _ E-Mail ·Ju.Shh $'';:" te, ~ · h, 2:: ~ 0 Architect Name & Phone#~-~------------------------------- Engineer' s Name & Phone# -?t-"'S ...... e ..... oh ... tt....,'+J.-. ½='-'.'-f-'1-'-'n""'y ...... d....,,v;tAH .. t---3 .......... ~I .... · o_.-_;,1_.:;.~_4_-_.4<-l/.,_vf,,__<:1-+---------------- Workers Compensation Insurer ' , ·,,,, ,.,s,,/ .7 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 resirictions 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 fede'ral 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. I ] Personally Known OR I I Produced Identification Type of Identification: I ~sonally Known OR I I Produced Identification TvnP nf lrlPntifir~Hr,n• irmed before Vlilt :1 day of y ~--'-'-'"1~~~ttii'i.-;~1,~- RESI20-0039 Doc# 2021037258, OR BK 19581 Page 2306, Number Pages: 1, Recorded 02/10/2021 02:52 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of °f'\ 0 rt rl {il. Cmihfy <if "Du Vo. \ To Whom It May Concern: Tax Foli~ No. ____________ _ The undersigned hereby informs you that improvements will be made to certain real property, and in accordanc¢ With Section 713 of the Florida Statu~es, the following inf<;n'matic,li is stateq in this NOTICE OF COMMENCEMENT. Legal Description of property beinghnptoved: \0\-\l., fl ... ~5 '"''2-~B Donner:<; re.\ p vi. L.b{ °?;> t,4' \~ -&-St )'.A lc;t lv 'E)lL, 3 . .· . . .Address of property being improved: I~ '1 &~OY<t) f, st vee-i-A± lllnfi e 16e~c h t f 1., -; 1,2, ~; Ge,ner<:il description of improvements; "i..:z, • x 5" I' Clo~ a Yl\(,...fa-1 aecesS6~ &MA.e:hAile Owners interest in site of the improvement: ___________________________ _ Fee Simple Titleholder {if other than owner):---------------------------- Name: _______________________________ ~----~--- Contractor: M:ie.\,\~e \ -Jo½w,oh Address: \ '6'1 CIA.V J·u1\<A { i:i ~t,. \lf G\.d -0 o bt>an I N , C. • 'Z-16 h Telephone No.:'t,OO~ li10-Yt(rz, Fax No: _________ _ Surety (if any) o...· .,_N..:...+_,__ft_,__ _______________________________ _ Address: ___ '---'-------------------Amount of Bond$ ________ _ Telephone No: _________ _ Fax No: ___________ _ Name and address of any person making a l9an for.the construction of th~ improvements Name: _____________________________________ _ Address: ___________ ......_ ________ ....... --"---------------- Phone No: __ ;__ __ _._ _____ _ Fax No: ___________ _ Name of perse>n within.the Stijte of Florida, other .than himself,. designated by owner upon whom notices.or other documents may be served: Name:"--------------------------------------- Address: ____________________________________ ~ Telephone No: _________ _ Fax No: ___________ _ Jn addltion to himself. own~r designates the following person to receive a copy of the Lienor's Notice as provided /n Section 713.06(2) (bl, Florida Statues. (Fill iri at Owner:' s option) · Name: ____________ -'-------------------------- Address: ____________________________________ _ Telephone No: _________ _ Fax No: ------------ Expiration date of Notice f Commencement {the·expiration date is one (1) year from the date ofrecording unless a different d_ate is specified): '2 · 0\ '1.,0 '2. "2.. THIS SPACE FOR RECORDER'S USE ONlY _,.m•~v'ii"•,,\ '!'.HERON GIBSON . lli.• • ,j Notary Public . State of F\onda \i i' commi~sion # GG 298476 's.,.,9,f,,f.\',·/ My Comm. E~pires Mar 15, 20 21 OWNER /__d ~igned;.&: M'~~ Date: ~2/ Before me this Cl ~ day of 5 lil . 1..,D'2..\ In the County of Duval, State Of Florida, has personallyappeared _~A1\..,.,.....=----.:::;;.::;~.:e:"""''"""'__-,.__~------- Notarv Public at Large, State of Florida, County ofOuval. My commission expires: __________________ _ Personally.Known:_,_-=~---------------or Prod ced ldentific ion: _F:,:::_:..fu's..==----------------- Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RESO20-0039 EJ Revision to Issued Permit OR D Corrections to Comments Date : 02111 12021 Project Address : 1879 GEORGE STREET ATLANTIC BEACH , FLORIDA 32233 Contractor/Contact Name : _M_IC_H_A_E_L_J_O_H_N_S_O_N _________________________ _ Contact Phone : (800) 670-4262 Email : JUSTIN.S@CCIHQ.BI2 ------------- Description of Proposed Revision/ Corrections: TREE AFFIDAVIT NOTICE OF COMMENCEMENT HEIGHT OF BUILDING 13' I_M_IC_H_A_E_L_J_O_H_N_S_O_N _______ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) i v1JJ.proposed revision/corrections add additional square footage to original submittal? No (!] Yes (additional s.f. to be added: ____________ ) •~roposed revision~c_orrec~ions ad~ add'.ti~nal increase in building value to original submittal? ~No ~*Yes (add1t1onal increase in building value : $ _________ ) (Contractor must sign if increase in valuation) *Signature of Contractor/ Agent: ___,,n,_,_• '4_ ......... ,_~------------------- 1 (Office Use Only) fl Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revi si on/Plan Review Comments ------------------------------ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Sa fety Fire Services Reviewed By Date Update d 10/17/18 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES020-0039 0 Revision to Issued Permit OR D Corrections to Comments Date: 01/25/2021 Project Address: _1_87_9_G_e_o_rg=-e_S_t ______________________________ -'- Contractor/Contact Name: Alan Bixler (owner) --------------------------------- Contact Phone: (913) 634-5306 Email: abix66@gmail.com ------------- Description of Proposed Revision/ Corrections: Add Owner Builer Affidavit Construction of concrete pad for 22'x51' metal bulding. Original permit indicated "anchor to existing pad" in error. Pad will measure 22'4" x 51'.-See attached sketch. Pad to be constructed per Carolina Carports Master Permit Plan. See attached documents for response to original permit review. JAlan Bixler (owner) 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? l:ZJNo D Yes (additional s.f. to be added: ____________ ) •~ill proposed revision~c_orrec:ions ad~ add'.ti~nal increase in building value to original submittal? · lJNo El*Yes (add1t1onal increase in building value: $ . ......_..i..><.u<::~....,.'--::::::=--~-) (Contractor must sign if increase in va luation) (Office Use Only) D Approved {IDenied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 RESO20-0039 Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. i PERMIT#: ______ _ I. 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 HIRE 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 RE UIRED 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 .. Ill. 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. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US ) 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. Job Address: /87'f c;~e,r.Je. s+) /fl-le. "'f,c.. )?~1 FL .5'22.33 Owner Name: A:/.o.n Bxlec Phone Number: 9/f-63'-l-~Cb Mailing Address: 1,z9 ~e ,St City: ,A,11-../,& i?~ State: FL Zip: 52.2.]3 Notarized Signature of Owner ~ f:,t/ ~ 7 The foregoing instrument was acknowledged before me this ~day of ~~ 20 :2-\ in the State of Florida, County of J)\N~L Signature of Notary Public ~ ..Ji. · ~ [ ] Personally Known OR [ f Produced Identification Type of Identification: -~-=-__,,o:::...=L..,::;__ ___ -4-~~~==ri'-'-''-:="""""---1~- . It GG 208785 ·• ..... ~_[;-.. -·· My Comm, Ex~fjfi~O/R4/. Bon ded t hrough Na t ional Notary Assn. RESO20-0039 Zoning: Permit Review Response Permit # RES020-0039 1879 George St 1/25/2021 • Existing Shed to be removed • Side legs of carport will be 12' • See attached for impervious calculations • No trees will be removed Building: • Please clarify the meaning of NOC Public Works: • Construction Site Management: Construction area is completely enclosed with wood privacy fence. Sub-contractors will provide trash removal during and after construction. Construction crew will have access to residence lavatory facilities. Portable toilet will not be necessary. Erosion and sediment control will be covered by wood privacy fence. Right-of-way will not be used for construction parking. • On-site water storage: See attached calculations and sketch. o All water runoff will be directed to the water retention area as indicated on drawing o Water retention will be 450 S/F o Water retention overflow will go to Robert St on the South edge of the property. . ... ' ' .... ------------ L-GGP-0001 08/12 (US) bethink innovate GRUNDFOS ~, FBC A P P R O V E D P R O D U C T S L I S T Q A M A X . PRODUCT SUB CATEGORY MA N U F A C T U R E R A P P R O V A L E X P I R A T I O N A L L O W . CATEGORY N o . & D A T E D A T E W I N D · ' S P E E D STRUCTURAL COMPONENTS ROOF DECK CARO L I N A C A R P O R T S , I N C . F L 6 5 9 6 . 1 - R 5 0 4 / 0 5 / 2 . 7 1 6 0 26 Gau g e A G P a n . e l 1 0 / 1 0 / 1 7 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROL I N A C A R P O R T S , I N C . F l 6 7 0 2 . 1 , R 5 I 0 3 / 1 4 1 2 7 I 1 8 0 26 Gau g e A G P a n e l 1 0 / 1 0 / 1 7 EXTERIOR COORS SWINGING ELIXIR C O O R A N O M E T A L C O M P A N Y F L 1 7 9 9 6 . 3 - R l I 0 9 / 1 4 / 2 0 I 1 3 9 Selies 4 0 2 - 1 4 0 1 1 2 9 1 1 8 EXTERIOR DOORS SWINGING ELIXIR D O O R A N O M E T A L C O M P A N Y F L 1 7 0 9 6 . 5 - R l I 0 9 / 1 4 / 2 0 I 1 7 0 Series 4 0 7 0 1 / 2 9 / 1 8 EXTERIOR DOORS ROLL-UP ASTA I N D U S T R I E S I N C . F l 8 8 8 8 . 1 - R 5 I 1 2 1 3 1 / 1 8 I 1 8 0 Model 2 0 3 1 0 / 0 8 / 1 7 WINDOWS SINGLE HUNG Ml WIN D O W S A N D D O O R S F l 1 7 4 9 9 . 1 - R 2 I 1 0 / 1 7 / 1 8 I 1 8 0 Model 1 8 5 S H 1 2 / 2 9 / 1 7 T A B L E 1 RAFTER FRAME, END POST, GROUND ANCH O R A N D P A N E L F A S T E N E R S P A C I N G S P E C I F I C A T I O N S RISK CATEGORY WIND EXPOSURE CATEGORY C ULTIMATE I NOM I N A L WIND SPEED WIND S P E E D (MPH) (M P H ) 110 TO 150 89 T O 1 1 6 M A X I M U M P O S T / R A F T E R S P A C I N G ( F E E T ) 5 . 0 F A S T E N E R S P A C I N G O N - C E N T E R S A L O N G R A F T E R S O R P U R L I N S , A N D P O S T S O R G I R T S ( I N C H E S ) I I N T E R I O R I E N D • P O S T S / R A F T E R S P O S T S / R A F T E R S 6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and w a l l p a n e l s f a s t e n e d d l r e c U y t o 1 2 o r 1 4 g a u g e s t e e l t u b e f r a m i n g , o r 1 8 g a u g o h a t channel roof purllns, 2. Speclficallons applicable only for mean roof height or 2 0 f e e t o r l e s s , a n d r o o f s l o p e s o f r - t o 2 1 • ( 1 . 5 : 1 2 t o 6 : 1 2 p i t c h ) . S p a c i n g requirements for other roof heights and/or slopes may v a r y , GROUND ANCHOR SCHEDULE D E S I G N P R E S S U R E ( p s f ) + 5 7 . 3 / - 6 2 . 5 I + 5 7 . 3 / - 6 2 . 5 I + 4 0 / - 4 0 I + 4 0 . 0 / - 4 5 . 0 I + 5 5 . 8 / - 5 5 . 6 I + 5 5 . 0 / - 5 5 . 0 G E N E R A L N O T E S : 1 . T H E S E P L A N S P E R T A I N O N L Y T O T H E S T R U C T U R E , I N C L U D I N G M A I N W I N D F O R C E R E S I S T I N G S Y S T E M , C O M P O N E N T S A N D C L A D D I N G , A N O B A S E R A I L A N C H O R A G E . O T H E R D E S I G N I S S U E S , I N C L U D I N G B U T N O T L I M I T E D T O P L U M B I N G , E L E C T R I C A L . I N G R E S S / E G R E S S , P R O P E R T Y S E T - B A C K S , F I N I S H F L O O R E L E V A T I O N A N O S L O P E . O R O T H E R L O C A L Z O N I N G R E Q U I R E M E N T S A R E T H E R E S P O N S I B I L I T Y O F O T H E R S . 2 . T H E S E S T R U C T U R E S A R E O E S I G N E O A S N O N - H A B I T A B L E U T I L I T Y / S T O R A G E B U I L D I N G S ( R I S K C A T E G O R Y l ) C A P A B l E O F S U P P O R T I N G D E A D L O A D O F T H E S T R U C T U R E A N D A P P L I C A B L E L I V E A N O W I N O L O A D S . I M P R O V E M E N T S N O T S P E C I F I C A L L Y A D D R E S S E D H E R E I N , I N C L U D I N G D O O R S , W I N D O W S , O R O T H E R C O M P O N E N T S N O T L I S T E D I N T H E F B C A P P R O V E D P R O D U C T S L I S T ( T H I S S H E E T ) , A N D N O T P R O V I D E D A N O I N S T A L L E D B Y C A R O L I N A C A R P O R T S , I N C . , W H I C H E X E R T A D D I T I O N A L L O A D S O N T H E S T R U C T U R E S H A L L B E A T T H E O W N E R ' S R I S K . B E C H T O L E N G I N E E R I N G A N O T E S T I N G , I N C . . S H A L L N O T B E R E S P O N S I B L E F O R S T R U C T U R A L D A M A G E O R F A I L U R E D U E T O T H E A P P L I C A T I O N O F A D D I T I O N A L L O A D S . 3 . A L L S T E E L T U B I N G S H A L L B E 5 0 K S I G A L V A N I Z E D S T E E L . A L L F A S T E N E R S S H A L L B E G A L V A N I Z E D O R S T A I N L E S S S T E E L . 4 . F A S T E N M E T A L R O O F A N O W A L L P A N E L S T O F R A M I N G W I T H # 1 2 - 1 4 x 3 / 4 " S E L F D R I L L I N G F A S T E N E R S W I T H C O N I R O l S E A L W A S H E R @ M A X I M U M 6 " O . C . , P E R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S . 5 . F R A M I N G A R O U N D R O L L - U P D O O R O P E N I N G S S H A L L B E 1 2 G A T S P O S T S A N O 1 2 G A T S H E A D E R S H A V I N G C R O S S S E C T I O N M A T C H I N G R E M A I N D E R O F B U I L D I N G F R A M I N G . 6 . A L L F I E L D F R A M I N G C O N N E C T I O N S S H A L L B E # 1 2 - 1 4 x 3 / 4 " S E L F D R I L L I N G S C R E W S W I T H O U T C O N T R O i . S E A L W A S H E R . A L L S H O P F R A M I N G C O N N E C T I O N S S H A L L B E W E L D E D . 7 . C O N C R E T E S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 5 0 0 P S I A T 2 8 D A Y S . T H E R E I N F O R C I N G S T E E L S H A L L B E M I N I M U M G R A D E 4 0 . C O N C R E T E S L A B F O U N D A T I O N S S H A L L B E R E I N F O R C E D W I T H 6 X 6 · W 1 . 4 X W 1 . 4 W E L D E D W I R E F A B R I C C O M P L Y I N G W I T H A S T M A 1 8 5 , O R W I T H S Y N T H E T I C F I B E R R E I N F O R C E M E N T C O M P L Y I N G W I T H A S T M C 1 1 1 6 . 8 . B A S E R A I L G R O U N D A N C H O R R E Q U I R E M E N T S : O N E W I T H I N 6 " O F E V E R Y P O S T L O C A T I O N , A N O B O T H S I D E S O F O P E N I N G S W H E R E B A S E R A I L I S A B S E N T . 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T H E P W l S A R E V A L I D U N T I L T U E N E X T R E V I S I O N O F T H E F l O R I O A B U t L O I N G C O D E . \ 1 1 1 1 1 1 / / J / ULTIMATE WIND SPEED(mph) 110 120 130 140 150 160 170 180 M E T A L C A R P O R T I N S T A L L A T I O N P L A N S A N D D E T A I L S A N D B U I L D I N G P L A N S E X A M I N E R U E V U : W E O F O R C O D E C O M P L I A N C E K E E P n u s P L A N O N J O O M A Y 1 7 2 0 1 8 B u l ~ n J o x , f l , , , , , ? . H B e - 1 1 1 1 , , , ' . . . . < o • . , . . . . . . . . ~ ~ , s , ~ ' ; , , ' • - C : · E N . S • ' O . , . , B E C H T O L E N O I N E E R I I I D T E S T I N G , I N C . \ ? 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By: Date: 1/20/2021 Public Works Department City of Atlantic Beach Permit No: RESO20-0039 Address: 1879 George Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach 's Zoning , Subdivsion , and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite . Volume to be retained is as follows : V = CARJ12 Where: which is the Modified Rational Method for estimating stormwater runoff V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C =1.0) and undeveloped conditions (C=0.08). A= Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Sto rage Volume Reguired for lm~ervious Area: Lot Area = 13,800 Impervious Area (A) = 510 V= 0 .92 V= 364 Provided Storage: Area 1 -Relative Elev. Area !ft) (ft2) 0.0 238 0.6 270 Area 2 -Relative Elev. Area (ft) (ft2) 0.0 0 0.0 0 Area 3 -Relative Elev. Area (ft) (ft2) 0.0 0 0.0 0 lnground Sto rage: = A*d/pf Total Storage Area at TOB (A)= Depth to ESHWT from BOTTOM (d) = Pore Factor (pf) = lnground Storage Provided = Required Treatment Volume = Supplied Treatment Volume = ft2 ft2 = 3.7% Total 4179 X 510 .0 X 9.3 ft3 'Taking out the old shed and back driveway Taking out the old shed and back driveway Storage Sideslope: 2 :1 (ft3) 152 BOTTOM size: 17 TOB size: 18 Storage (ft3) 0 BOTTOM size: 0 TOB size: 0 Storage (ft3) 0 BOTTOM size: 0 TOB size: 0 270.0 ft2 2.0 ft, default is 2.0 ft, verify onsite ESHWT 0.4 default is 0.4 216.0 ft3 364 ft3 368 ft3 X X X X X X 12 14 15 0 0 0 0 Retention George Street 1879 1/20/2021 I • SURVEY NOTES CONCREIE DRI VE CROSSES THE PROPERTY LINE ON WESTERLY ANO SOUTHERLY SIDES OF LOT THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. THE ANGLES SHO-;VN HEREON ARE REFER ENCED FROM P 8 25/PG 68 LOT 17 Rl.\1 \li'-.DER I : ,,F BLOC [• _c. LOT I n FOUND 112" f\. ' H Ll l ( h. -~ IRONPIPE '-.01 l'\Cf.t:r>H>, FOUND1/2" / .O'EAST /IRON PIPE 120.00' l,..,~-----,-------,-~---~.!!!!!..!!!!.!:!!-,r~!!!.~~,.. -~~=-'lf, ""'_.....,. __ 4~t...::!!~--..:.:::~ 1.4' ON .J 30.5' g '° ,--· .,,..,. • , CONC. • ORNE . ' . 2.6'0N '1.1' "'SI cl 0Sed ~ I iu.,,,,., .. -o.CJ.,e:1,,0r.:, .::;i11Cl'1{41'& LOT 18 r,,c,hqreJ i(' BU1 CK 3 e~i~.\i~ lo~ S ::-~ f'~" _JS 0 C0 .... BUILDING # 1879 6.2' b 0 '° [-:-· :..---- ____________ 30_.1_· ---;., 30 .5' ...: 12.3' ::: ~; -~ g~ ~I.) ~ (70.00') p_· . ~ ~ ~ ,C/ FOUND 1/2" 11 ~ 1 J.O' ON IRON PIPE ' 2>0 -1 -25.oi --e -FOUND Y2' q o IRON PIPE ~ on 2.0' EAST -2.0'SOUTH Ill -FOUND 112" IRONP/PE - 120.00' ROBERT STREET 30' RM (IMPROVED} - · (50.00) ; ~00'~ / 104~!1.J . , --'• FOUND 112" _,.,. -• IRON PIPE 2.0'SOUTH r , ' STATE OF "+~t. O A 1 o •o .. . . BOUNDARY SURVEY SURVEYORS CER_..!IFICA TE I HfRfllY CERTIFY TH,\T TltS BOUNOAAY SURVEY IS A TRUE N£J CORRECT REPRESENTATION Of A SU!VEY PREPARED UIIOER MY OIREC'TlOtl. NOTVAlD WITHOUl NI AIJTHENllCATED El£CTIIONK: SIGNATURE /WJ All1HEIIT1CATEO El.ECTRONIC SEAL OR A RAIS€D EleOSSED SEAi.AHO SIGIIATURf. ~, '-. {SK>ED/ '-~ KENNETH J OSBORNE . Kenneth Digitally slgnl!d by Kenneth Osborne Osborne Date: 2020.11.18 15:50:17 -05'00' PROFESSIONAL SURVEYOR ANO-~ 116415 \,, (~~9t,i.cot-9.la II - REVISIONS -RE V1S1=DBOUNDARY .. 11-11 -2020 / TARGET SURVEYING, lLC LB #7893 SERVING FLORIDA 6250 N. MILITARY lRAIL, SUITE 102 WEST PALM 8EACl1, FL 33407 PHONE (561) 640-48lO STATEWIDE PHONE (800) 22&-4807 STATEWIDI: fACSlMII.E (e00) T~l-lr.)711 WEBSITE: hUp://lar~.net ... RESO20-0039 RECEIVED By Toni Gindles~ •t 4 ::U pm, Dk 01, 2020 RESO20-0039 b 0 ~ 0 CD Lu - --.J~ c'.3 .11 C/) .,_ SURVEY NOTES CONCRE I E DRIVE CROSSES THE PROPERTY LINE ON WESTERLY AND SOUTHERLY SIDES OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. THE ANGLES SHOWN HEREON ARE REFERENCED FROM P.8. 25/PG. 68, LOT 17 REMt~1f-Ef611:' UF ""ou·••v 112-BLOCK 3 BLOCK 3 ,, IV, FOUND 112· IRON PIPE (NO f 11'\CLUDED) IRON PIPE l,../_.o_'EA_s_r __ -P-____ -,iir-=-~-:---.~~~~~~~~ / 120.00' L------I --I ~~~-----,#--~"'L:l..-~.,..l.-_::::::..., 1.4' ON .) g I · 1-~~·;;, closeJ mew.l ,L,.,,i.. fRJ ~ l -m _ _.;/)...,;;._ _ _,~-LOT ] 8 ° ~~~l t;~te I ( BLnCK 3 e;,Gsti~ c.o~ ::: ~ 30.5' A/C t s ,;;".] ~ I '1 ,, _J 0 00 .... BUILDING # 1879 I 6.2' j q i ~ ' 4t' 1 •i-: 30.1' 1----------'---------... ,., ,-.: 30.5' 12.3' ::: II (70.00') THE S l/2 OF LOT1 6 BLOCK 3 (INCL UDED) r---71 ,! ·-47.1' . '. .: .. ··~1 ...• ,. 1 ·.r 47t. . ·. . ·] ·CONG.' ~~/VE ,, w z :; z LOT15 BLOCK 3 .' 'i . 0 . • FOUND 112• ••.•• 3 0'0N /RONPIPE > '(I --:._ 1 j ~ / -,w-1 2SU e-FOUN01!2" q o /RON PIPE ~ ui 2.0'EAST -2.0'SOUTH -FOUND1/2" /RON PIPE - 120.00' ROBERT STREET 30' RJW (!MPROVED) (50.0?}. 90"00'00" 104.5' ~ .'. · _ • \ FOUND 1/2" _-~ •J IRON PIPE 2.0'SOUTH REVISIONS ·REvtSEDBOUNDARY ... 11-11-2020 .,.. ____________________________________ _. _____ _,,w_.,,-._,, ... ~ ., BOUNDARY SURVEY SURVEYORS CERTIFICA T£ I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY !SA TRUEANDCORRECTREPRESENTATIONOF A SURVEY PREPARED UNOER MY DIRECTION. ", STATE OF 0 "':loR1 '0 ~0-~ NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNAl\JRE AND AUTHENTICATED ELECTRONIC SEAL. OR A RAISED EMBOSSED SEAi. AND SIGNAl\JRE. '""'°1 '••~~ KENNETH J OSBORNE . PROFESSIONAL SURVEYOR AND MAPPER #6415 Kenneth Digitallysignedby Kenneth Osborne Osborne Date:2020.11 .18 15:50:1 7 -05'00' (Ntt'lli-\l.&,9trfl£&-9,~ I) TARGET SURVEYING, lLC LB#7893 SERVI NG F LOR IDA 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640-4800 STATEWIDE PHONE (BOO) 226-4807 STATEWIDE FACSIMILE (800) 741-0576 WEBSITE: http://largetsurveyir,g.net RESO20-0039 TREE & VEGETATION AFFIDAVIT FORINTERNALOFFICEUSEONLY City of Atlantic Beach PERMIT# Community Development Department -------- 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDREss \'b1l\ G-eor~-l s-\-ve-t-t A--tl0tV\11t 13eu1ch 1 Fi ?,i:i~~ SUBDIVISION 01>13~ Donners s/p BLOCK----LOT __ _ APPLICANT INFORMATION NAME A ltt Y\ 'B·nc\.t r ADDRESS I ~lq Greor~e, S.-\--re-!-t ~SIDENTIAL 0 COMMERCIAL 0 OTHER CELL# crrv A--+l~n:-li l Be<Ac h. STATE _H_l __ ZIP CODE '3-Z,1, S ~ EMAIL ~ b"1-J.~ lo@ ~n'lt.\i \. com ~OWNER ~EGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent &~40 SIGNATURE OF APPLICT PRINT OR TYPE NAME DA SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE Signed and sworn before me on this '(_~ day of _\---:~~~--~---~ State of __ \2=_-=-<. ____ _ ~\c-. ~:-~\e C: County ot _D_v--_.,..__~--- Identification verified: _ __._A~_L-_________________ _ Oath Sworn: D Yes ~ .• --~~~·.-;;;;--... THE RO N GIBSON otary Signature {f ~; Notary Pub lic • State of Florida '--~00/f Comm1rnon # GG 298670 y Commission expires __________ _ ·-?f.!?.r .. r.:-.<:!-•·· My comm. Ex pires Mar 15 , 20 23 FBC APPROVED PRODUCTS LIST A P P R O V A L PRODUCT CATEGORY SUB CATEGORY MANUFACTURER N o . & D A T E Q A E X P I R A T I O N D A T E M A X I M U M A L L O W A B L E W I N D S P E E D O P E N E N C L O S E D P A R T I A L L Y E N C L O S E D T A B L E 1 R A F T E R F R A M E , E N D P O S T , G R O U N D A N C H O R A N D P A N E L F A S T E N E R S P A C I N G S P E C I F I C A T I O N S W I N D U L T I M A T E N O M I N A L R I S K E X P O S U R E W I N D S P E E D W I N D S P E E D A V E R A G E F A S T E N E R S P A C I N G O N - C E N T E R S A L O N G R A F T E R S O R M A X I M U M P U R L I N S , A N D P O S T S O R G I R T S P O S T / R A F T E R 1 - - - - - - ( I N _ C ~ H _ E _ S _ ) _ _ _ _ ~ S P A C I N G I N T E R I O R E N D STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. F L 6 5 9 6 . 1 - R 5 26 Gauge AG Panel 1 0 / 1 0 / 1 7 0 4 / 0 5 / 2 7 1 8 0 1 8 0 1 8 0 C A T E G O R Y C A T E G O R Y ( M P H ) ( M P H ) ( F E E T ) P O S T S / R A F T E R S P O S T S / R A F T E R S STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. F L 6 7 0 2 . 1 - R 5 26 Gauge AG Panel 1 0 / 1 0 / 1 7 0 3 / 1 4 / 2 7 1 8 0 1 8 0 1 8 0 C 1 1 0 T O 1 5 0 8 9 T O 1 1 6 5 . 0 6 6 1 5 1 T O 1 8 0 1 1 7 T O 1 3 9 4 . 0 6 6 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC F L 1 7 3 8 1 . 1 - R 2 8x16 Flood Flap 1 0 / 0 3 / 1 7 0 9 / 2 7 / 1 9 N / A N / A N / A N O T E S : 1 . S p e c i f i c a t i o n s a p p l i c a b l e t o 2 6 g a u g e m e t a l r o o f a n d w a l l p a n e l s f a s t e n e d d i r e c t l y t o 1 2 o r 1 4 g a u g e s t e e l t u b e f r a m i n g , o r 1 8 g a u g e h a t c h a n n e l r o o f p u r l i n s . EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY F L 1 7 9 9 6 . 3 - R 1 1 2 / 0 3 / 1 8 N / A 1 5 6 1 3 8 Series 402-14 0 1 / 2 9 / 1 8 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY F L 1 7 9 9 6 . 5 - R 1 0 9 / 1 4 / 2 0 N / A 1 6 5 1 4 7 Series 407 0 1 / 2 9 / 1 8 EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. F L 8 8 8 8 . 1 - R 5 1 2 / 3 1 / 1 9 N / A 1 8 0 1 7 4 Model 203 (12' Max. Width) 1 0 / 0 6 / 1 7 EXTERIOR DOORS ROLL-UP CAROLINA CARPORTS, INC. F L 1 6 8 0 6 . 1 - R 2 1 1 / 1 1 / 2 0 N / A 1 5 8 1 3 8 Steel Roll Up Sheet Door (12' Max. Width) 0 1 / 1 0 / 1 8 WINDOWS SINGLE HUNG Ml WINDOWS AND DOORS F L 1 7 4 9 9 . 1 - R 4 1 0 / 1 7 / 1 8 N / A 1 7 5 1 5 7 Model 185SH 1 2 / 2 9 / 1 7 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED T H E F O L L O W I N G C O N D I T I O N S A R E M E T : A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADER S A N D W I N D O W R A I L S M A Y B E R A I S E D O R L O W E R E D A S N E C E S S A R Y T O A C C O M O D A T E SUBSTITUTED PRODUCT. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTE M , C O M P O N E N T S A N D C L A D D I N G , A N D B A S E R A I L A N C H O R A G E . O T H E R D E S I G N ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY S E T - B A C K S , F I N I S H F L O O R E L E V A T I O N A N D S L O P E , O R O T H E R L O C A L Z O N I N G REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEG O R Y I ) C A P A B L E O F S U P P O R T I N G D E A D L O A D O F T H E S T R U C T U R E A N D A P P L I C A B L E LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOO R S , W I N D O W S , O R O T H E R C O M P O N E N T S N O T L I S T E D I N T H E F B C A P P R O V E D PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., W H I C H E X E R T A D D I T I O N A L L O A D S O N T H E S T R U C T U R E S H A L L B E A T T H E O W N E R ' S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL D A M A G E O R F A I L U R E D U E T O T H E A P P L I C A T I O N O F A D D I T I O N A L L O A D S . 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED O R S T A I N L E S S S T E E L . ~ C l ) g : : : c I - C l § ( ! ) z i 5 . . . J s c c 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALL A T I O N I N S T R U C T I O N S , A N D S H A L L M E E T T H E D E S I G N P R E S S U R E S R E Q U I R E D B Y T H E FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA . 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONT R O L S E A L W A S H E R . A L L S H O P F R A M I N G C O N N E C T I O N S S H A L L B E W E L D E D . 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINF O R C I N G S T E E L S H A L L B E M I N I M U M G R A D E 4 0 . C O N C R E T E S L A B F O U N D A T I O N S S H A L L BE REINFORCED WITH 6X6-W1 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WI T H S Y N T H E T I C F I B E R R E I N F O R C E M E N T C O M P L Y I N G W I T H A S T M C 1 1 1 6 . 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BO T H S I D E S O F O P E N I N G S W H E R E B A S E R A I L I S A B S E N T . G R O U N D A N C H O R S A R E N O T REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANC H O R S C H E D U L E ( T H I S S H E E T ) F O R S P E C I F I C T Y P E G R O U N D A N C H O R R E Q U I R E M E N T S . 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAP O R R E T A R D E R P E R S E C T I O N R 3 1 8 . 1 O F T H E F B C S I X T H E D I T I O N ( 2 0 1 7 ) - R E S I D E N T I A L , AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017)-BUILDING. MINIMUM ALLOWABLE FOUNDAT I O N S O I L C O N T A C T B E A R I N G P R E S S U R E O F 2 , 0 0 0 P S F I S A S S U M E D . 11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON E X T E R I O R W A L L S . O P E N I N G S S H O U L D B E I N S T A L L E D O N A T L E A S T T W O ( 2 ) S I D E S O F ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR E X T E R I O R G R A D E . R E Q U I R E D T O T A L N U M B E R O F F L O O D V E N T S N O T E D I N T H E F B C APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FE E T O F E N C L O S E D A R E A . S E E T Y P I C A L F L O O D V E N T F R A M I N G P L A N , S H E E T 5 O F 6 . 1 2 1 4 1 6 1 8 2 0 2 2 2 4 2 6 2 8 3 0 2 . S p e c i f i c a t i o n s a p p l i c a b l e o n l y f o r m e a n r o o f h e i g h t o f 2 0 f e e t o r l e s s , a n d r o o f s l o p e s o f 7 ° t o 2 7 ° ( 1 . 5 : 1 2 t o 6 : 1 2 p i t c h ) . S p a c i n g r e q u i r e m e n t s f o r o t h e r r o o f h e i g h t s a n d / o r s l o p e s m a y v a r y . G R O U N D A N C H O R S C H E D U L E U L T I M A T E W I N D S P E E D ( m p h ) 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 I 3 0 " A n c h o r I D e t a i l 1 D 4 8 " A n c h o r D e t a i l 1 C 1 s o · A n c h o r I D e t a i l 1 C M E T A L C A R P O R T I N S T A L L A T I O N P L A N S A N D D E T A I L S A N D F R A M I N G A N D F A S T E N E R S P E C I F I C A T I O N S F O R C O N S T R U C T I O N I N T H E S T A T E O F F L O R I D A P R E P A R E D F O R : C A R O L I N A C A R P O R T S , I N C . P . O . B O X 1 2 6 3 D O B S O N , N O R T H C A R O L I N A 2 7 0 1 7 P R E P A R E D B Y : B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 D E T A I L S 1 C A N D 1 D S H O W N O N S H E E T 4 O F 6 T H I S I S T O C E R T I F Y T H A T T H E C A L C U L A T I O N S A N D S P E C I F I C A T I O N S H E R E I N H A V E B E E N P R E P A R E D B Y T H E U N D E R S I G N E D P R O F E S S I O N A L E N G I N E E R , A N D A R E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F S E C T I O N 1 6 0 9 O F T H E F L O R I D A B U I L D I N G C O D E , S I X T H E D I T I O N ( 2 0 1 7 ) . T H E P L A N S A R E V A L I D U N T I L T H E N E X T R E V I S I O N O F T H E F L O R I D A B U I L D I N G C O D E . B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h e r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n l c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 D R A W N : R R N T S C H E C K E D : R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S 1 1 N G E N G I N E E R S A P P R O V E D : T B S H E E T 1 O F 6 BOW FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF 6" TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO SCALE NOTTO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF 6" TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO SCALE NOTTO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO SCALE NOTTO SCALE B O W F R A M E R A F T E R E N C L O S E D B U I L D I N G - H O R I Z O N T A L R O O F T Y P I C A L S I D E E L E V A T I O N T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E N O T T O S C A L E B O X E A V E F R A M E R A F T E R E N C L O S E D B L D G - H O R I Z O N T A L R O O F 6 " T Y P I C A L S I D E E L E V A T I O N N O T T O S C A L E R O L L - U P D O O R ( A s a p p l i c a b l e ) S W I N G I N G D O O R ( A s a p p l i c a b l e ) T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E B O X E A V E F R A M E R A F T E R E N C L O S E D B L D G - V E R T I C A L R O O F R O L L - U P D O O R S W I N G I N G D O O R ( A s a p p l i c a b l e ) ( A s a p p l i c a b l e ) T Y P I C A L S I D E E L E V A T I O N T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E N O T T O S C A L E B O W F R A M E R A F T E R U T I L I T Y B U I L D I N G - H O R I Z O N T A L R O O F 6 " R O L L - U P D O O R ( A s a p p l i c a b l e ) T Y P I C A L S I D E E L E V A T I O N T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E N O T T O S C A L E B O X E A V E F R A M E R A F T E R U T I L I T Y B L D G - H O R I Z O N T A L R O O F 6 " R O L L - U P D O O R ( A s a p p l i c a b l e ) S W I N G I N G D O O R ( A s a p p l i c a b l e ) T Y P I C A L S I D E E L E V A T I O N T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E N O T T O S C A L E B O X E A V E F R A M E R A F T E R U T I L I T Y B L D G - V E R T I C A L R O O F 6 " R O L L - U P D O O R ( A s a p p l i c a b l e ) S W I N G I N G D O O R ( A s a p p l i c a b l e ) T Y P I C A L S I D E E L E V A T I O N T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E N O T T O S C A L E B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h e r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n l c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A TYPICAL BOW RAFTER GABLE END ELEVATION NOTTO SCALE TYPICAL BOX E A V E R A F T E R G A B L E E N D E L E V A T I O N NOTTO SCALE T Y P I C A L B O X E A V E R A F T E R G A B L E E N D E L E V A T I O N N O T T O S C A L E ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 D R A W N : R R N T S C H E C K E D : R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S T 1 N G E N G I N E E R S A P P R O V E D : T B S H E E T 2 O F 6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS TYPICAL 24" 16 GAU-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDF's AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET 26 GA. G A L V A N I Z E D M E T A L R O O F P A N E L S FASTEN E D T O R A F T E R S P E R M A N U F A C T U R E R ' S INSTALL A T I O N I N S T R U C T I O N S 2 4 " 1 6 G A U - C H A N N E L B R A C E F A S T E N E D T O R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s A T E A C H E N D ( 4 P E R B R A C E ) 2 4 ' M A X I M U M R A F T E R S P A N O N S I N G L E R A F T E R >24' T O 3 0 ' R A F T E R S P A N R E Q U I R E S A T R U S S E D R A F T E R A S S H O W N O N T H I S S H E E T TYPICAL INT E R I O R R A F T E R / P O S T INTERIOR RAFTER/POST FRAME SECTION -BOW FRAME NOTTO SCALE FRAME SEC T I O N - B O X E A V E - H O R I Z O N T A L R O O F LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET 1 OF6 NOTTO SCALE LEN G T H V A R I E S D E P E N D I N G O N NUMB E R A N D S P A C I N G O F R A F T E R S S E E T A B L E 1 S H E E T 1 O F 6 TYPICAL RAFTER/POST FRAMING PLAN -BOW FRAME NOTTO SCALE TYPICAL RAFTE R / P O S T F R A M I N G P L A N - B O X E A V E NOTTO SCALE SEE TABLE 1 SHEET 1 OF6 OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER T Y P I C A L S E E T A B L E 1 S H E E T 1 O F 6 2 6 G A . G A L V A N I Z E D M E T A L R O O F P A N E L S F A S T E N E D T O P U R L I N S P E R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S 1 - 1 / 2 " 1 8 G A U G E F U R R I N G C H A N N E L ( P U R L I N ) 2 4 " 1 6 G A U - C H A N N E L B R A C E F A S T E N E D T O R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s A T E A C H E N D ( 4 P E R B R A C E ) 2 4 ' M A X I M U M R A F T E R S P A N O N S I N G L E R A F T E R > 2 4 ' T O 3 0 ' R A F T E R S P A N R E Q U I R E S A T R U S S E D R A F T E R A S S H O W N O N T H I S S H E E T T Y P I C A L I N T E R I O R R A F T E R / P O S T F R A M E S E C T I O N - V E R T I C A L R O O F N O T T O S C A L E / ; o E A C H R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I F A S T E N E R S P A C E D N O T M O R E T H A N 4 8 " O . C . 1 1 / 2 " 1 8 G A U G E F U R R I N G C H A N N E L F A S T E N E D L L I N G I I " ~ . , _ ~ ~ 6 " S E E T A B L E 1 S H E E T l E B 1 O F 6 r L E N & r f { V A R I E S D E P E N D I N G O N N U M B E R A N D S P A C I N G O F R A F T E R S T Y P I C A L P O S T / R A F T E R F R A M I N G P L A N - V E R T I C A L R O O F N O T T O S C A L E R O O F E X T E N S I O N O P T I O N S E E T A B L E 1 S H E E T 1 O F 6 T Y P I C A L B O W R A F T E R G A B L E E N D F R A M I N G P L A N N O T T O S C A L E S E E T A B L E 1 S H E E T 1 O F 6 T Y P I C A L B O X E A V E R A F T E R G A B L E E N D F R A M I N G P L A N N O T T O S C A L E 2 4 " 1 6 G A U - C H A N N E L B R A C E F A S T E N E D T O R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G S C R E W S A T E A C H E N D ( 4 P E R B R A C E ) M A I N S T R U C T U R E S T A N D A R D L E A N - T O O P T I O N TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOTTO SCALE E N D W A L L O P E N I N G S P O S T / R A F T E R F R A M I N G P L A N N O T T O S C A L E T Y P I C A L L E A N - T O O P T I O N S F R A M I N G P L A N ( B O T H O P T I O N S S H O W N } WELD ALL WEB CONNECTIONS, BOTH SIDES 5' FULL6"WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER-BOW NOTTO SCALE N O T T O S C A L E ( B O X E A V E R A F T E R S H O W N , O N L Y S T A N D A R D L E A N - T O I S A P P L I C A B L E T O B O W F R A M E R A F T E R ) W E L D A L L W E B C O N N E C T I O N S , B O T H S I D E S 5 ' 2 4 " 1 6 G A U - C H A N N E L B R A C E ( 5 ' T O 7 ' P O S T ) 4 8 " 1 6 G A U - C H A N N E L B R A C E ( 8 ' T O 1 4 ' P O S T ) B R A C E A N G L E S H A L L B E M I N . 3 0 ° T O M A X . 4 5 ° F R O M H O R I Z O N T A L F U L L 6 " W E L D B O T H S I D E S OPTI O N A L 2 4 ' - 1 " T O 3 0 ' T R U S S E D R A F T E R - B O X E A V E F R E E S T A N D I N G L E A N - T O F R A M I N G P L A N NOTTO S C A L E N O T T O S C A L E B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E , D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h a r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n i c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 R R N T S R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S T 1 N G E N G I N E E R S A P P R O V E D : T B S H E E T 3 O F 6 INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS 4"MINIMUM 2"MINIMUM MINIMUM 2-1/2" EMBEDMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH-BOLT CONTINUOUS 4" TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) CONCRETEPAVEMENT __ -'t""_ CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASE/WINDOW RAIL OR NON-STRUCTURAL HEADER (12 GA IF ROLL-UP DOOR FRAME) 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL-UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale I N S T A L L 1 / 2 " x M I N I M U M 5 " T A P C O N R E D H E A D L D T A N C H O R T H R O U G H B A S E R A I L W I T H I N 6 " O F E A C H R A F T E R P O S T A L O N G S I D E S M I N . 6 " M I N I M U M 2 - 1 / 2 " E M B E D M E N T M I N I M U M 4 " C O N T I N U O U S 4 " C O N C R E T E P A V E M E N T CONC R E T E B A S E R A I L A N C H O R A G E Not To Scale ( O P T I O N A L - O P E N C A R P O R T S O N L Y ) 24" 16 GA LI-CHANNEL BRA C E ( 5 ' T O 7 ' P O S T ) 48" 16 GA LI-CHANNEL BRAC E ( 8 ' T O 1 4 ' P O S T ) BRACE ANGLE S H A L L B E M I N . 4 5 ° TO MAX. 60° FR O M H O R I Z O N T A L 0 T S R A F T E R 6 " L O N G T S N I P P L E S E C U R E P O S T T O N I P P L E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s BOX E A V E R A F T E R / P O S T D E T A I L Not To Scale TS RA F T E R P O S T 1 - 1 / 2 " x 1 - 1 / 2 " x 2 " 1 6 G A C L I P / A N G L E S E C U R E T O P O S T A N D B A S E R A I L 0 W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , ( 2 ) O N T O P , ( 2 ) O N S I D E T S C O N T I N U O U S B A S E R A I L END P O S T / B A S E R A I L C O N N . Not To Scal e D R I L L 5 / 8 " H O L E T H R O U G H T H E B A S E R A I L A N D S E C U R E T O A N C H O R E Y E W I T H 1 / 2 " D I A M E T E R T H R O U G H - B O L T T O P O F A S P H A L T P A V E M E N T O R S T A B L E G R O U N D S U R F A C E E Y E A N C H O R 5 / 8 " R O D 4 8 " L O N G W I T H 6 " H E L I X O R 5 / 8 " R O D 6 0 " L O N G W I T H 7 " H E L I X , T S C O N T I N U O U S B A S E R A I L A S A P P L I C A B L E - - - - - ~ - , 0 ~ ~ ~ C : e R A I L D E E P A N C H O R A G E N O S C R E W S R E Q U I R E D I N B O W B E N D T S B O W R A F T E R D R I L L 5 / 8 " H O L E T H R O U G H T H E B A S E R A I L A N D S E C U R E T O A N C H O R E Y E W I T H 1 / 2 " D I A M E T E R T H R O U G H - B O L T T O P O F A S P H A L T P A V E M E N T O R S T A B L E G R O U N D S U R F A C E E Y E A N C H O R 5 / 8 " R O D 3 0 " L O N G W I T H D B L 4 " H E L I X - - - - - ~ - , T S C O N T I N U O U S B A S E R A I L ( S E E G R O U N D A N C H O R S C H E D U L E , S H E E T 1 O F 6 , F O R A P P L I C A B I L I T Y ) 8 ~ ~ ~ C : e R A I L A N C H O R A G E 6 " L O N G T S N I P P L E S E C U R E P O S T T O N I P P L E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s 4 " 1 6 G A U - C H A N N E L B R A C E ( 5 ' T O 7 ' P O S T ) 4 8 " 1 6 G A L I - C H A N N E L B R A C E ( 8 ' T O 1 4 ' P O S T ) B R A C E A N G L E S H A L L B E M I N . 4 5 ° T O M A X . 6 0 ° F R O M H O R I Z O N T A L N I P P L E T O 3 / 1 6 " B A S E R A I L 6 " L O N G T S N I P P L E S E C U R E R A F T E R A N D P O S T T O N I P P L E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G F A S T E N E R S 0 ~ t ~ ~ 1 e R A F T E R / P O S T D E T A I L T S P O S T ( 1 2 G A I F R O L L - U P D O O R F R A M E ) 2 " x 2 " x 2 " 1 6 G A A N G L E C L I P S E C U R E T O P O S T A N D T O P O F H E A D E R , O R B O T T O M O F W I N D O W R A I U G I R T W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s ( 2 ) O N T O P O R B O T T O M , ( 2 ) O N S I D E T S N O N - S T R U C T U R A L H E A D E R ( 1 2 G A I F R O L L - U P D O O R F R A M E ) T S W I N D O W R A I L O R G I R T F O R V E R T I C A L S I D I N G O P T I O N N O N - S T R U C T U R A L H E A D E R , W I N D O W R A I L , O R G I R T T O P O S T C O N N . D E T A I L N o t T o S c a l e T S C O N T I N U O U S B A S E R A I L 0 P O S T / B A S E R A I L C O N N . D E T A I L N o t T o S c a l e B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h e r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n l c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 R R N T S R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S T 1 N G E N G I N E E R S A P P R O V E D : T B S H E E T 4 O F 6 TSENDPOST-------1 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2)ONSIDE OR 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale ----1"""::::.._ _____ ____.....,__ ..... ~...._---i. 1-1/2" x 1-1/2" x 2" 16 GACLIP 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" SDF's (2) ON TOP, (2) ON SIDE t-----TS RAFTER POST ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST 8 ~~~ca~ECTION DETAIL 2-1/4" FOR 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4" SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE TO 3/16" DBL. HDR. >-------j--j---------. T S R A F T E R P O S T 6 " L O N G T S N I P P L E S E C U R E E A C H W I T H ( 4 ) # 1 2 - 1 4 X 3 / 4 " S E L F - D R I L L I N G F A S T E N E R S 1 / 8 " " L O N G T S N I P P L E S E C U R E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G F A S T E N E R S 2 G A D O U B L E T S H E A D E R i - - - - - - - - - - - - 1 2 G A T S P O S T 3 / 1 6 " N I P P L E T O D B L . H D R . RAFTE R P O S T / D B L . H E A D E R D E T A I L f g \ 1 - - R A _ F _ T _ E _ R _ P _ O _ S _ T _ / H _ E _ A _ D _ E _ R _ D _ E _ T A _ I _ L Not To Scale 1 - 1 / 2 " x 1 - 1 / 2 " x 2 " 1 6 G A C L I P A N G L E S E C U R E T O R A F T E R P O S T A N D G A B L E R A I L W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , T O P A N D B O T T O M 1-1/2" x 1 - 1 / 2 " x 2 " 1 6 G A C L I P A N G L E SEC U R E T O R A F T E R A N D G A B L E RAI L W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , ( 2 ) O N T O P , ( 2 ) O N B O T T O M 6 " L O N G T S N I P P L E S E C U R E R A F T E R A N D P O S T T S G A B L E R A I L T O N I P P L E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G F A S T E N E R S .-----TS R A F T E R P O S T GABLE R A I L T O R A F T E R P O S T 8 ~~~ca~E C T I O N D E T A I L 1 - 1 / 2 " 1 8 G A U G E F U R R I N G C H A N N E L F A S T E N E D T O E A C H R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S D F S P A C E D N O T M O R E T H A N 4 8 " O . C . TS R A F T E R 2 6 G A . M E T A L R O O F P A N E L ROOF P A N E L A T T A C H M E N T (ALTERNA T E F O R V E R T I C A L R O O F P A N E L S ) Not To Scal e ' \ : _ J N o t T o S c a l e T S R A F T E R 1 2 " L O N G T S N I P P L E . S E C U R E P O S T T O N I P P L E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , 2 4 " 1 6 G A U - C H A N N E L B R A C E ( 5 ' T O 7 ' P O S T ) 4 8 " 1 6 G A U - C H A N N E L B R A C E ( 8 ' T O 1 4 ' P O S T ) B R A C E A N G L E S H A L L B E M I N . 4 5 ° T O M A X . 6 0 ° F R O M H O R I Z O N T A L 6 " L O N G T S N I P P L E S E C U R E W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s S I D E E X T E N S I O N 0 ~ ~ ! E R / P O S T D E T A I L T S L E G P O S T T S L E G P O S T T S R A I L S T S B A S E R A I L 1 ' - 4 " T Y P I C A L F L O O D V E N T F R A M I N G P L A N N O T T O S C A L E 1 ' M a x . S E E G E N E R A L N O T E N o . 1 2 , S H E E T 1 O F 6 . 6 " L O N G T S N I P P L E S E C U R E E A C H W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G F A S T E N E R S 1 2 G A T S P O S T T S B A S E R A I L 3 / 1 6 " R A F T E R P O S T / B A S E N I P P L E T O B A S E R A I L B A S E R A I L C O N N E C T I O N D E T A I L N o t T o S c a l e T S R A F T E R P O S T 2 " x 4 " 1 6 G A P L A T E ( O N E R E Q U I R E D ) S E C U R E T O E I T H E R S I D E O F P O S T / R A F T E R C O N N E C T I O N W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , ( 2 ) O N P O S T , ( 2 ) O N R A F T E R T S L E A N - T O R A F T E R 2 " x 2 " x 2 " 1 6 G A A N G L E C L I P S E C U R E T O P O S T A N D R A F T E R W I T H ( 4 ) # 1 2 - 1 4 x 3 / 4 " S D F ' s , ( 2 ) O N R A F T E R , ( 2 ) O N P O S T P O S T / L E A N - T O R A F T E R C O N N . D E T A I L N o t T o S c a l e B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h e r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n l c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 R R N T S R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S T 1 N G E N G I N E E R S A P P R C 1 ' 1 E D : T B S H E E T 5 O F 6 VERTICAL SIDE O P T I O N TYPICAL END OPENING FOR SWINGING D O O R WITH NON-STRUCTURAL H E A D E R WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOTTO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDE S TYPICAL SIDE ELEVATION NOTTO SCALE ROLL-UP DOOR (As applicable) SWINGING DOOR (As applicable) TYPICAL END ELEVATION NOTTO SCALE 1 - 1 / 2 " 1 8 G A U G E F U R R I N G C H A N N E L F A S T E N E D T O E A C H R A F T E R W I T H ( 2 ) # 1 2 - 1 4 x 3 / 4 " S E L F - D R I L L I N G O P E N I N G F O R S W I N G I N G D O O R W I T H N O N - S T R U C T U R A L H E A D E R 6 " - - - - j c s = = = # = = = F c , , A = S T = E = N = E = R = S = P = A = a C ; = E = D = N = O = T = M = O = R = E ; ; = T = H = A = N = 4 = 8 = " o = . c = a . = = = = = a = = = = = = = = = t c = = = = = = = = = = = = = = = = G I R T S ( T y p i c a l ) S E E T A B L E 1 S H E E T 1 O F 6 L E N G T H V A R I E S D E P E N D I N G O N N U M B E R A N D S P A C I N G O F R A F T E R S T Y P I C A L P O S T / R A F T E R / G I R T F R A M I N G P L A N N O T T O S C A L E B O X E A V E F R A M E R A F T E R U T I L I T Y B L D G - V E R T I C A L S I D E S 6 " T Y P I C A L S I D E E L E V A T I O N N O T T O S C A L E R O L L - U P D O O R ( A s a p p l i c a b l e ) S W I N G I N G D O O R ( A s a p p l i c a b l e ) T Y P I C A L E N D E L E V A T I O N N O T T O S C A L E { A l s o a p p l i c a b l e t o E n d W a l l s ) B E C H T O L E N G I N E E R I N G A N D T E S T I N G , I N C . 6 0 5 W E S T N E W Y O R K A V E N U E D E L A N D , F L O R I D A 3 2 7 2 0 C e r t i f i c a t e o f A u t h o r i z a t i o n N o . 0 0 0 0 5 4 9 2 T h o m a s B e c h t o l , P . E . P r e s i d e n t / P r i n c i p a l E n g i n e e r T h o m a s B e c h t o l , P . E . , S t a t e o f F l o r i d a , P r o f e s s i o n a l E n g i n e e r , L i c e n s e N o . 3 8 5 3 8 T h i s i t e m h a s b e e n d i g i t a l l y s i g n e d a n d s e a l e d b y T h o m a s R . B e c h t o l , P . E . o n t h e d a t e i n d i c a t e d h e r e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d , a n d t h e s i g n a t u r e m u s t b e v e r i f i e d o n a n y e l e c t r o n l c c o p i e s . C A R O L I N A C A R P O R T S , I N C . G E N E R I C P L A N S F O R U S E I N T H E S T A T E O F F L O R I D A ~ B E C H T O L E N G I N E E R I N G ~ A N D T E S T I N G , i n c . 2 / 1 2 / 1 8 R R N T S R R G 1 9 0 0 1 C O N S U L T I N G G E O T E C H N I C A L , E N V I R O N M E N T A L , A N D M A T E R I A L S T E S T 1 N G E N G I N E E R S A P P R O V E D : T B S H E E T 6 O F 6