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2039 Selva Madera 2014 Pool Enclosure CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 wt j Application Number . . . . . 14-00000881 Date 6/06/14 Property Address . . . . . . 2039 SELVA MADERA CT Application type description SCREENED ENCLOSURE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 9200 ---------------------------------------------------------------------------- Application desc FOR POOL -------------------------------------------- ------------------------------- Owner Contractor ------------------------ ------------------------ ALLEN, SUSAN M ALL PRO ENCLOSURES INC 2039 SELVA MADERA CT. 582 ST JOHNS PARKWAY ATLANTIC BEACH FL 32233 ST AUGUSTINE FL 32092 (904) 962-3032 ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . . Plan Check Fee 50 . 00 Permit Fee . . . . 100 . 00 Valuation . . . . 9200 Issue Date . . . . Expiration Date . . 12/03/14 --------------------------------------------------------------------- ------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE * SCREEN ENCLOSURE SHALL BE ELECTRICALLY BONDED AT THE FINAL INSPECTION. * ------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 154 . 00 154 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. VW-%&.4.Vw.,i.,.BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILECOPY 800 Seminole Road, Atlantic Beach, FL 32233 MAY 3 0 2014 t Office (904) 247-5826 Fax (904) 247-5845 Job Address: -20Sq 6ci-VA 9AV6?ZA 604xel Permit Number: AV— (FS Legal Description I-oT- 770, 6E"A 1W &�Vllr 2- Parcel# bq5D /64/,/ Floor Area ot Sq.Ft. Valuation of Work$ Proposed Work heated/cooled eated/cooled _ j ��60' Class of Work(circle one): New Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial r Re—si d-e-n-t I D) If an existing structure,is a fire sprinkler system installed? (Circle one)7�esNo N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: PooL 0ve-tv&ae�5 :toe-e-g-ou epog' i Property Owner Information: Name: RA40Y Address: .2039 5ezvA M,96-RA "WeT city C- $46-Acd StatenZip 32Z-72 Phone 8 S-3- 63-1o3i E-Mail or Fax#(Optional) Contractor Information: Company Name: All PAP cf,_n ek_--a m Qualifying Agent: WC54jEY Address: 64W4;< City State lq- Z i 1) -7,2 2-33 Fax# 2-3r41Ye?3 Office Phone 942- -3032- Job Site/Contact Number 5*aar State Certification/Registration# C,602_51970 Architect Name& Phone# R 1A Engineer's Name&Phone# Ctove Ar,696A) Fee Simple Title Holder Name and Address OAm f- Bonding Company Name and Address N 14 Mortgage Lender Name and Address 'OVIA A ca i e eb de ba, a e d he ork nd n a ' n as i nd or installation has commencedprior to the in a i t t'o s I rd al this jurisdiction. This permit becomes null ork i a period of six(6)months at any time after 1 0 or od Wells, Pools, Furnaces,Boilers,Heaters, nc' be eto ed to m Z t the tan n r k rm s a to i io s r i Y dh a w r v i, ), 't , 0, c 'trc (6 n or p 'PP a o a perm t an at d thin f and d f "k is not commece w s it 0 cirl w"k is co "nced. I understand that separate per t be se 'red or E Tanks and Air Conditioners,etc. 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this application and know the same to be true and correct. Allprovisions of laws and ordinances governing this herein or not. I thority to violate or cancel the wor,k will be complied with whether specifi The granting of a permit does not presume to g ve au provist.ons of any otherfederal,state, or local law regulating construction or the pe�fomance of construction. Signature of Owner-A.. Signature of Contractor A&*�O- Print Name Print Name ....................................... .,z.) ff.i,__.A.. .... ... ......................................... V;�_ Y Sworn to and subscribed before me Sworn to and subscribed before me this ��L/ Day of/y/ 20 this -91 Day of 2(L P RANDY SOMNITZ YA RANDY Sow Noter Notary Public C Y PUbik-State of Florift X. My C mm.Expires Feb 25.2018 Notary Public MY Comm.Expires Feb,25,2018 R""n tF 181 11 Re .2 f611521 Commission#FF 081521 W "WENW11 NMI /)- f 3, nv NOTICE OF COMMENCEMENT State of F'L- TaxFolioNo. 1(415'66 /6qq County of Pit%/#te- ILE COPY To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Of Legal Description of property being improved: (-P-r 7 7, --5V1-V4 AepjZr6 6wf 1- 2 69/5-3q?41 8sq Address of property being improved: .2o3q 5el-vA 1114,VEX4 er., .41ZA*77c- ftq!;Y, Ae- -;22.3-�3 General description of improvements: jQ2qt, t-A�e-z-exsa-eg Owner: -511--J4�V 61-^44-6-A) Address: 2o3f -4,ri-M MAVER- 4 e7-. #rto*&rree Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): -VA Name: Contractor: 41t Re.0 6Aore46--saers (L 0 Fl- ::�0 1 Address: Cet-2;I& Ao"Ov MAW- 2-44Z o) - Or MAeg A/ -r a-F r- Telephone No.:L.'0V-5P62--F03 7- FaxNo: Uj Surety(if any) W 0 Address: Amount of Bond S Uj 0 'S Telephone No: Fax No: 6 Name and address of any person making a loan for the construction of the improvements 04 4)U- -2.LD z 0 E 8 E D 0 Name: :3 CD 0 0 W ozwwow Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: a is dayof Rtq-y 201q in the County of Duval,State Florid has personally appeared Y" -!�WsdAl F q1d ha 1c 0� RANDY SOMN $ P lic at Large,State of Florida,County of Duval. I"a Notary Public-State ioWdpa sj, sion expires: V My Comm.Expires Fe �,M-Tr Z2 a own: or uce #FF Va Commission .....1�1 ro uced entification: 12L r-SKMr, i AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING S PAM FILE COPY TO: Building Inspection Department,City of Atlantic Beach,800 Seminole Road Home Owner: e-X4%*rJ Name - :203q :k62-V-A A406PA Street Address A1f1,AAXQc,C 6ty State and Zip Code Contractor: Permit Number-&--Ul— As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that,in my bestjudgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure. Date Signed_Ze,A� 45i�— --57 LAIT Before me this 3D day of aolq In the County of Duval,State of FI da,has personally appeared RANOV S 0, -0", herein by himself(herself an I Notary PUblic 0lWJYlTz ULU. Affirms all statements and declarations herein are true and accUF State Of Florida IF lWY COMM.Expires Fe,25 2018 �"'-.00 Commission#FF 08,i2'1 Notary Public7at�La�rget iofZCounty o Personally Known or Produced Identification— ID Type F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 SUNROOM9 SCREEN ENCLOSURE9 AND/OR SCREEN Room AFFIDAVIT CITY OF ATLANTIC BEACH PERMIT# JOBADDRESS: 2P?q 66-LV A M"MA 677 INSPECTION REQUEST PHONE LINE(904)247-5826 The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residencel The table below,Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom.categoryl C= requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should any form of temperature control system be added to a Category 1, 11, or 111U Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur,the room shall become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the Florida Building Code,The Florida Model Energy Code and State Statutes. /--�Scree Room.Sunroom an Screen Enclosure Requirements — Category ( I ') —_ n III — IV V Habitable Space %tK No No Yes — Yes Foundation Walls<200plf can Walls<200pif can Walls<200plf can Walls<200plf can have Walls<200plf can have iave 8"Wxl2"D fig have 8"Wx]2"D ftg have 8"Wxl2"D fig 3"Wx I 2"D ftg 8"Wxl2"D ftg 3r 3-1/2"slab if no or 3-1/2"slab if no or 3-1/2"slab if no -oncentrated load concentrated load concentrated load 7501b >7501b >7501b Exit Lighting Not Required Required Required Re juired Required Interior Electric Not Required Not Required Not Required Required Required Outlets Emergency Escape Egress from exist. Egress and Exit must Egress and Exit must Egress and Exit must Egress and Exit must Openings structure allowed if 'meet code :meet code. Other 'neet code. Other meet code. Other Pen to atmosphere or esistance esistance requirements resistance requirements �onsidered screen quirementss for r forced entry,air for forced entry,air !nclosure and has 7orced entry,air eakage and water eakage and water creen door leading eakage and water )enetration also apply. enetration also apply. Lway from residence. )enetration also apply. Misc.Window and lost structure Removable windows Removable windows Rost structure windows �Iost structure windows Door Requirements windows/doors shall llowed in sunroom. flowed in sunroom. %doors shall not be &doors may be not be removed. -lost structure ost structure emoved. removed. mindows/doors shall indows/doors shall lot be removed. not be removed. Wind Borne Debris Not Required Not Required Not Required Required Required IDDening Protectiow, Not iicquired Not Required Energy Sheets I Not Req ired Required Required I hereby acknowledge that I have read and understand all the above on this Day of Home Owner's Signature Print Name STATE OF FLORIDA,COUNTY OF DUVAL: The foregoing instrument was acknowledged before me this _40 day of_A!�Y -------�120 by 6!j_6A_Aj A&. At-t-w-x�) herein by himself/herself and affirms all statements and'declarations herein are true and accurate. LW-,-YTAT OFFLORI z"j"oko'-Ry P60''%, Print Name: tq�n� _4,c,4-z ' 'i - e RANDY SONNITZ . P� 1 Notary PU M COMM."'C S'8'*0'F El Personally Known/*entification: y Exp F b 2 COMMIS Ilion 0 FF 001 32233 HONE(904)247-5826 FAx(904)247-5845 REVISED 1-20-10 800 SEM1501, R 1 MAP SHOWING BOUNDARY SURVEY OF.- LOT 77, SELVA NORITE' UNIT TWO, AS RECORDED IN PLAT BOOK 40, PAGES 37 ...-, -,, AND 37A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, F�LQRIDA7--Wv-0-0—k-0-5:�- vr'-' LOT 17 FILE &0 of y C//V/ D lx�,�Ou/,v -"66�-513- ? 76 FOUND 112"IRON PIPE NO IDENTIFYCAPON tz 3 - ,r,�SOV;, O-t qj % POOL. 15mr-14 5up-167 Z 000yo,;��' CoA4,00sirc ROO)c 190 FOUN-br-112-IRON PIPE % NO IDENTIFICATION n 3o' # 21.. 1 1 11 C� LOT 76 -Z RESID,NCE 404, �zb m ," A2039 ELEVATIONS SHOWN AS THUS(9.80)AND ARE BASED ON n4E NATIONAL GEODETIC VERTICokL DATUM z (NO.Vff)Or 7929 22.2' . w THIS PROPERTY LIES IN FIL ZONE`"X'A, 'A'By Lv FLOOD MAP RE10TSED APRIL00170. 19ag, COMMUNITY 20075 ODOI D PANEL NO I BEARINGS BASED ON THE WEST LINE Or LOT 77 AS BEING N 05100,241 w NO BUILDING RESTRICrION LINE BY PLAT LO 1' 78 THE'RE WAY BE ADDITIONAL RES'rRICTIONS THAT ARE Nor SHOWN ON THIS SURVEY THAT MAY BE FOUND IN rME PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. (44uvz, FOUND 112-IR(5?N-PtRE. No ioENnFycATioW 4 10'xlO' JEA EQUIPMENT EASEMENT W/ CONCRETE TRANSFORMER PAD SrM BENCHMARK OW') ;-8. SE7 X-CUT ON SOUTHEAST COR14ER OF 0 0 i A0 CONCREM PAD, ELEVATIoN.(7.91) AID N-CM.O. OF f929 N81'0 z0e)V7u1-)?,4 FOUND 112- IRON PIPE 8. 'V,;76* 4b(g _7�10A, NO IDENTIFICATION aTA.Dq-25'48" .2j ,&G,8.23' 0 50 00 57 RADIUS-' _31, A LOT 75 000 04�1 7,31 ", .4 40'h, SELVA MADERA 4 COURT 101001,8� CUL—DE—SAC CERTIFIED TO: RADIUS=50.00' MATTHEW P. LeBLANC & CATHERINE A. LeBLANC FOUND 112- ?RON PIPE HSBC MORTGAGE CORPORATION CAP UNREADABLE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY LOT 74 KEITH WATSON TITLE SERVICES, INC. I hereby cartIfy that this surve Mesta the rninimum tech oi ndard at forth by t a Florida aLlre I d nd Oursuant to Section 472.02 a Statu d Chop D U R D E N 6107 Flask tration C SURVEY'ING AND mAPPING. INC. 8150 Lone Star Ro&d, Suite 3 JocksonVille, RON& 32211 MINIM J1=- 122010 (904) 724-5585 Fo)r 724-9154 FLORIDA RIMISTERED SURVEYOR N.. 4707 UCENSED BUSINESS; NO. 6696 H.BRUCE OURIDEN,Jr. SIGNED JANUARY DEL.ZOjD-- SCALE! 1. . 20. — WORK ORDER NUMBER: 210004 THIS SURVEy NOT VALD UNLESS THIS PRINT IS EMBOSSED NTH THE SEAL OF THE ABOVE SIGNED, B-7876 4 2xb 5MI no 0 0 tv> 5—MI51 2.6 5MI3- Fx,5 5M�'s 4 W ='2x5 5MI3 2.8 5MEJ R m U, C Ii -TI 25-9�— L> UH; WH>>� 0�r o 2 < a-S 'So.11 . z -0 M N = 3� m > g.,K'-E a S. — a = m 95 TO ol 3 mo 2 C, A C, MO 'S :' U '0 > a 0 rill 4, Ell PLAN VIEW Revisi ns: Allen Cleve E.Dryden.PE 2084 Selva Madera Court 3518 Fortuna Drive Atlantic Beach,Florida 32233 Orange Park,Florida 32065 904 955 6302 D-1g,CEO 2x5 5MD C �'��2X5 M13 :E 2x5 5MB r, 2X5 5M13 X5 5MBI\ M 5 5MB -q 17n /--2x5 2x T w x 0 n x L T\) d 0. 0 0 -n z 2x5 5 i M 0 rn 0 2x5 5M5 Z 0 Z 2x5 5MB �,7 2X5 5MB I/4/,-5\NMB (A) 3-01 2x5 SN 15—,7' 2x5 5MBW r N%10 0 -jr lZ .it V t ELEVATIONS Revisions: Allen Clem E Dryden,PE 3518 Fortuna Drift 2084 Sehra Madera Court orange Park,Florida 32065 Atlantic Beach,Florida 32233 9N.955 6302 -A >- :r'k 0 G)0. M -U 1p Cl) N M Z Cj) ii> 0 M 0" C) -4. X CD 0 > E5 CL 0 co N �m p Z M E5�' z m 0) z M Q.-A "2 a m4e > a 0 m -V M M> W 0 C-1 C, ,Z CA 0 0 >a) 00 G) (A N ;iU V) 0 C)z a in M 0 -0 m rn M 0 CD qJ > > z 0 4 0 U) Z' z 0 > -T� R 4 D — -1 M 0 z 0 3 .3r CD > 0 L" (b g" C C C' -1 = (f) U) 3 M 0 0 > 0 0 (7 CID > 0 PQ 0 D z U) C m x 1 -�3 'L- 12" In P. U) NN -'�>0 z --Do L" Z ;U �U 0'0. T x .... .. m m co 10,> co CD m > > 0z'0. ;U X > M m W;U 0 0 0 0 z z z m 0 > --I Mr. Z Z M r2 0 0 0 0 C 0 m C C: (f) x m* O:E -n 3" C/) -x 0 C 9- 0.3 2' MIN, C-)�0?� 9 Z'I N M 0 C 0. w 0 m 3 M 3 0 -4 0 >;U a)-u:Z 0 0 rrl 0 z Sm Plan 1.Dep 0 Z ;0 0 �4- 0 0 Min. IL a 0 3. 0 I > u3 3 r r-> ME E 11 'o do-0&o �xx 0 C'n i� 3 n3 3 E om (A C C KKK 6 Z 0 > C C.0 M H M =r-U m Cf) 0 z mz m OC cn 0 C ZM 'V 03 0 "o x ;0;0 pa -� mZ M 9 m --1->4 J) > 0 00-, -4 >0 0'g: Z Z 3 9 V m Co -n-n --I 00Z m 0 U) > 0 0 m U) 0 1cf) RAL '�rAILS Revisions: Allen STRUC 'U D ci.ve E Dryden,PIE a 3518 Fortuna Drive 2084 Selva Madera Court Orange Park,Florida 32065 Atlantic Beach,Florida 32233 9049556302 S,,,, rid C15D L4 jj'.0-01 p 0 Q rA' Ln (J) di In ID 016, 3 > C .3 O� 3 21-121. :3 CL 2' aw) m; 17' z + > 5 it io En- rn q0C x x x (01 o w 00 4 3 -I-Ito I SL m 0 Ed x C Dc)D mm 3 8 ID> UD �2 'a — C iC r 2- m d) M cc z d rg 1 0 -ro _j CD a) -0 x --I F9 ET 0 a) r MZ OR .0 —D 0 1 CID M X-m 43>- - a rn C.)�n CD (b Z 0, 0" Cl) 5� 0 3 >Z 0 0 0 0 ccy) % 3 3 3 3 M 0 0 x --1 —0 > 0 0.4- 0 0 M — x -ou (j) m a — CD 0 0 3 0 Z Z 2. 0 M 3 a C) 3 5- 0 z STRUCTURAL DETAILS Revisions: Allen Cleve E Dryden,PE 3518 Fortuna Dnve 2084 Selva Madera Court orange Park,Flonda 32065 tt l- i i Atlantic Beach,Florida 32233 I P i 904.955 6302 11 S.-W AS NOTED D-igr�CEO Zi _��A _- I t Eli 0 0 0 m --1 0 m 0 m 00 z r Z'u m 0 C)co m Z X -40 00 0-u co> i z M c') > i --4 cn 0 c _0 z m 0 gal 0 C 0 Ln ;u yx 14 m --4 m m ;u > t .-40 m m Z C 0 z C.7 m cf) 40 --4 0 z STRUCTURAL DETAILS Revisions: AHen Clew E Dryd�n.PE 3518 Fortune Drive SeWa Madem Couit 2084 Orange Park,FkMa 32065 Atlmtic Bmch,Morida 32233 9049556302 S-1. 00 1.,1.9.1 0 Oinl�MM3 RIND P�'-t N. Ch-ked CEO Allen Design Calculations BEAM SPAN TABLE Nl;U]sjXd/Gablc/Hip/Composite Eave hiffli MansaM Return 00 Material Specifications Screen Enclosure Hip/gable 9 3.33 0 Aluminium Extrusion 6005-T5 Purlins 6 Materials based on F-I 10,100,000 !�Psi RU- 30ksi i(ATM Part IA Table 3.3-1) Code: 2010 FBCIASCE7-10 I-Ity 25ksi WS from ChalAer 16(Cat 0� Atlantic Beacli,II� orida Wind Speed I 1-himalc/1,111q)Design Pressures RIF ASD I- Mesh Design Load 130 MPH Exposure Factor 0.6 0.88 Location Design Pressures C Separate Analysis for all Primary Structural Members Windward Wall 32 psf 3001 LBS Concentrated LiveLoad Leeward Wall 26 psf (No combinations) Roofl 91psf Is--pt.load on irfins Veritcal Solid 27 psf Risk Category 1(1604.5) jUsing 18xl 4x.0 13 mesh(m Ro: Allowable Spans 1 -1--, SMB Sections(Stitching at 24"to 2x8) (2x9&2xIO @12"Stitching) SMB Sections I'lending Strcss(ksi) Vertaupwt o Spans(Moment fb) size 20 22 24 26 28 30 32 Fb (Allow) 2x4 17.82 21.561 25.661 30.12 34.93 40.10 45.62 9.300 2x5 11.80 14.28 16.99 19.941 23.13 26.55 30.21 10.100 2x6 9.171 11.09 13.20 15.49 17.97 20.63 23.47 9.100 2x7 7.351 a.89 10.58 12.4.2, 14.40 16.53 18.81 9.400 W 4.01 4.86 5.78 6.781 7.86 9.03 10.27 16.300 -2x9 2.91' 3.521- 4.19 4.921 5.70 6.55 7.45 20.180 2xlO - -2-11' 2.551 3.03 3.5 6 4.B 4.741 5.39 20.6601 Point Load (300 lbs;live Load) @ Center of Beam Size 20 22 24. 20 28 30 32 N)(Allow) 25.20 27.00 28.80 9.300 2x4 18.00 19.80 21.60 23.401 6 17.88 19.07 10.100 2x5 11.92 13.11 14.30 15.501 2x6 9.26 10.19 11.11, 12.041 12.96 13.89 14.81 9-.100 2x7 7.42 8.161--- 8.91 5.271 10.34 11.13 11.87 9.400 W 4.0.5 4.46 4.86 5.27 5.67 6.08 6.49 16.3 00 2x9- 2.1 94 3..23 3.53.- 3.82 4.12- 4.41 4.70 20.180 2xIO 2.13 2.34 2.55 2,77 2.981 3.191 3.40 20-6601 Fb- Fey/ny -, I - I Fey- 30 ksi Analym Based on 6005-T5 Aluminum Material n-y- 1.65 Tsiyx 2x6 2x7 2x8 De-we-mifiic Allowable Bending Sims Allowable bending Stress- 9.100 9.400 16.300 5.42 7.57 Fb- 18.18 S<S I Allowable Shear Stress- 3.28 Fb- F 12.5 ksi SI<S<S2 Calculations ASD Loads Beam Be Load Width(ft.) Span UQ Load(lb/ft) M(K-in.) Total(M) fb*0 [-(k,;i) N I y n b 6.25 25.75 lending W 29.70 29.54 43.04 S218 300 23.18 23.18 .22 2.09,A 6.25 25.75 ivcload(lbs) 19 lit, 6.08 25.00 lending(W 1 28.89 27.09 40.59 9.f,11. 'f �J� W2P[8; 6.081 25.00 iveloadObs) 300 22.50 22.50 5107A .),I Page 1 Design Calculations %z Allen Design Calculations Vertical Projected Area Awf Aif Avf 231.75 64.31 296.06 Plif 7697.6 Total Mow Thru Load Hr-host 3012.75 lbs Moment 0.00 lb-ft V-Realion 0.00 lbs Vertical Reaction Suirimary-MowThru Obs) ---------- �fion Windward U-ewm-d Middle 0.00 lbs -�F 0* Pullbut Force on Existing Structure at Each Connection.Point Post Connection to Concrete Uplift Load Width Load(psO Load Limit 00 Total(Lbs) 4-1/4!-,- SF F-up, 6.25 9 12.875 724.2 3200.0 4 F-OT 6.25, 32.00 4.5 900 4000 Vertical Wind 630.00 lbs /connection 5040 Total Vertical Force Shear'! 300 lbs -2�-U�e I.Dail Front Post Support Desqpa-Axwl Compression+Bending Height(ft.) IN Ht.Total size 2x5SMB 9 3.33 12.33, 2x5 M 2x7 2x8 Area= 1.23 sqin. lb(k-si) 9.66 7.50 6.01 3.28 Column Stress fa(ksi) 2.44 2.19 1.82 1.21 Design Loads k Span(ft.) Total Dcf.(in) 0.86 0.52 0.35 0.18 P-Max 0.72, 25.75 4469.6 lbs Max.Moment 14.6 In-Kips Def.Allow 1.851 ft-lbs Allowable Max.P 2234.81 lbs k- I Fc(allow)- 14 Mb ksi) 9.30 9.10 9.40 16.300 2.99 2x5 Fa(ks-0 1.151 1.538 1.517 2.200 "Idv108 fc(aco- 2.857 Fe(K) 1.056 1.571 1.864 4.064 kVr-- 36.1 Carry Beam 2x8 SMB Vertkall Load 27 Psf fb(ksi) 0 ksi 12.41 Span 18 ft MW�MO-- 55-11 in-kips --- --7-.500 ft All� 16.30 ksi 0 Beams Beam M fby(ksi) Page 3 Design Calculations Allen Design Calculations 56.25 27.33 15 1.82 1.50 Allowable Fb- 0.000 lbs Beam 2x7 I W W 2x1O Allowable!Fb(ksi) 9.400 15.013 180 20.660 Mh- 0.000,in-kps Stress fb(ksi) 22.72 12.41 9.00 6.51 LL �def(in) 0.74 0.38 0.23 0.15 Wind-Vert def(in) 1.86 0.95 0.58 0.37 35 ki Check Buckling nr 1.65 S Be De Cc Fc- 15.152 ksi JAIIowable IS<S1 7.736 8.7 0.031 185 Fc- 3.47 ksi fc- ksi St- -T 64.35047852 JS2- 13369.1-40-63- Posts provide adequate resistance to the applied load conditions. Girt Member Design (Chairrail) Horizontal WmdLoad M�wlx(3LA2-UA2)/24+w2(3LA2-4a2A)/24 wl On-lbs) w2(in-lbs) L(in) al (in) T: a2(in) sl (in) s2(in) p(psf) M Un4) 1.88 1.875 75 18 18 36 36 15 2.43 30OLb Uveload Largest P L M On-k) Largest Shear 200 75 3.75 T3-1 REQUIRED size PI)(ksi) Sx OnA3) Sx_VWW, Sx-LL 2x2 U; 0.215 0.152 0.23 0.419 8.1 FI+09 (MM12 0.6 2x3 17.2 0.416 0.142 0.22 0.5W 1-11410 0.236 0412 2x-I 16.3 0.619 0.205 Deflection Checl� Allowable 0.93 In. 59326172 22.70! 0.051############ 59326172 22.70 0.051 1349616-077 1############ Page 4 Design Calculations Allen Design Calculations Purfin Chcck Horizontal Wind Load M-wix(3LA2-4a�12)/24+w2(3LA2-4a2A)/24 W1, (in-lbs) w2(in-lb,) L(in) al (in) a2 (in) sl OD) s2(in) P (PsO M(In-k) 0.50 0.50 72 18 18 36 4 0.59 30OLb 11veload Concentrated Load 1,argest P :]M(in-k) Largest Shear 200 72 3.6 0 d3 REQUIRED Sim. Fb WO "4&(inA3) Sx-Wind W 16 0.24,r) 0.037 0.23 0.419 8.IF,+09 0.075 0.551 20 17.2 0.1116 0.035 0.21 0.59 LIE+10 0.053 0.1391 2x4 16.3 0-= 1.274, 2.51!*.+1,9 0.025 0.181 134369281 22.5-0---------- 0.06 303170688.001, 134.369281 22.50 0.06 303170688' 606341376.00� Deflection Chedi Allowable 0.900 In. Boumb6on Looad Design Criteria as per FBC 1605.3 ASD Design Method Turn down section Load Area 1,o-—adA r e-a— —D—+L Lbs/ft Foofmg Area Load Obs/10 —399 Stress on I umclown Section V,,tical Load 1250 10.7 13375 33.5 Vvrmd Load 1250.00 9 11250 33.50 336 Stress added by Wind Max Stress 735 PSF Horizontal-Load Windload PSF Hor-Wind F HL W 17Load Area WIals-) Hor Supports 58 12.33 6.25 77.0625 14469.625 Footing Stress Depth Width(ft) 1,ength(fi) IStress(psO Allowable(psl) 0.5 25.75 49.25 i 0.3 2000 Check Uphft j Weight Obs) �Length(ft) lWidth �Depth Page 5 Design Calculations Allen Design Calculations Footing 3570.63 49.25 1 0.5!! Slab 58590.26 49.25 25.75 0.33 Patio Slab Structtue- 2000 Composite Uplift 6848.21 49.25 25.75 5A 17 0 01 1 1 Total 6416-0.89-Length(ft) Width Uplift(pso SF- 5.61 1 1436.51!6k Check Laterial 4900/4= 0 Support Shear Shear 900 I/anchor Uplift 800 I/anchor 1/4"with 2 1/2*embed (3"edge clearance) Tension 900 lbs/anchor saine Sliding Load (PSF) F-s Connections Resis ce W 28.421 14 2 11140.64 33600 Resisti�w Lbs DL �ncrete_ --5-8590-.3- SF- 6.0 3.0 struct Host ToW _ 66590.3 Overturning Ht.(fl) Area 00 Mo(ft-lbs) 28.0 ------- 570.41 159712 Resisti1w Mo(ft-lbs) SF Slab 1,442,785.21 9 Cow�;�i�lon 620,550.00 4 1/8'Diameter SS Cable RatWdgivenght 2100 Is RACKINGLOADS &b—le Needs-- Comer Cable Loads Parallel Host H Width([L) (ps Leeward44 Dist. Obs) 9 25.75 32 26 2016.23 in [:dward :32 Comer Cable Load parallel to host' 2016.23 0 cables required SF- 1.6 ALLOWABLE 1/8'CABLE 1400 LBS �OK I-required Sidcwaff SuppoitPost Win I dl�ad�(Hc�� (Vertical) wjd&__= H_ 9 1 Lit 6 fL Ld Width 6 1 1 Span- 7 1 1 Page 6 Design Calculations Allen Design Calculations Mmax. 1.03 Ft.-Kips_-JI'max.- 168.8.11)s 12.32 In-Kips size Allowable Fb(ksi-, fb(ksO Fa(ksi) fa(ksi) 2x4 9.300 12.32 0.58 0.216 2x5 10-100 8.16 1.06 0.184�'__ 2x6 9.100 6.341 1.57 0.1651 2x7 9.400 5.081 1.86 0.137 NR Support Column for Carry Beam 19.45-1- Mmax.On-k) P Obs) 0__ 1781Y)� From Carry Beam (300 lb LL) From Sidewall Support Point Load Reaction Over Column from SW 478 Total Size Nflowable Fb(ksi. fb (ksi) Fa Wi) fa(ksi) 2x4 9.300 0.00 1 0.58 0.611 2x5 10.100 0.00 1.06 0.521 2x6 9.100 0.00 1.57 0-468_________ 2x7 9.400 0.00 1.86 0.389 Alternate Design(Fixed Moment at Beam to Column Support) Not coridder for this sit-e Beam Design LL_ 300 WindLoad Ml_ 14.48 16.62 Center of Beam Mmax-.___ 17.38--- 29.54 At Fixed Point Section at Centerline of Beam S7C 2x7SMB 6.85 2x8 SMB 3.74 Composite Support Beam Alternate I -Continuous Simple Span-Only Comer Su) 1. Uniform Load From Composite LL 30 psf .2003.7.3 dDL 5 psf NR Uplift 17 psf 2002.4 Vertical Load Beim-Loads Loads Load Widtt Beam Length Reaction 2 6.25, 6.6M 20.25 242.551 1 3.75 5 20.25 183 Page 7 Design Calculations Allen Design Calculations 3 71 7 12.2 153.72 4 7 24 UN&ffn Load 18O..Plf 2501'lbs R2=--__0 Defl.=1 1.5 inches i4moment O�ft__Ibs 181.2 In-kips Alternate 2 Place a support midspan-Simple Span 0 R1= 1246 lbs R2= 1339 lbs Def-- 0.763 in ,Mmax-- 3827 ft-lbs Pap 8 Design Calculations Allen Design Calculations 61 19.00 Ilending(\V)1 32.40 17.54. 1 31.051 6.99 0.17 S2X8 61 19.00 Pvcload Obs) 300 17.10 17.10[___3.85 1.54 S2X8 Mansard Preferred Stiching for 2x9SMB is 12 inches. Beam Support Allowable A Actual A Size(SMB) Point(wind) .3.86 In 1.10 In S2X8 Wind Ioad Fixed End Dead Load 1.00 Lot. 0.37 In weight of material I lbs/fL <6.45 Inches- Beam Support Allowable A Actual A Size(SMO) Point(1-1) 5.00 In 1.97 In Uniform '(Wind Load) 2.97 In Bcam/Post S2X8 2x5SMB Total Vertical Pressure 140 WOO AWO Load(psO Pv(lbs) 25.75 126&1875 5.4 6848.2 Vetical Reactions Obs)-Front Wall 724.211 Vertical Reactions(lbs)-Interior Beams j,-(fo TAv PdI V-Reaction r 25-5, 9.00 0.71 724.21875 Wrtical Reaction Obs)Corner Column 724.221 Non-FlowThru Loads Horizontal Reaction Summary Host 941.48 First Two I-lost Beam Connections (Couple) Front 0.00 �e'ln at each Return Wall ff,;rr/,n1aI Pressure IIQfQ L(ft) A-in A-wn Ayn 9 .75 49.25 3.33 56ki]3 12&88 693-00 Total Horizontal Non-Flow Thru Load Obs) Supports 9069'1 12.44' Ilbs/support 724.21875 Forces at Middle of Fro nt Wall h FhI 333.00 11.4975 3828.67 Fh2 666.001 10.665 7102.89 Fh3 1300.001- 5.415 f0f9-50 Robs) 2299.00[7�� 2��4 .38 WOW 52.62 Sun-unary of Host(W aiid-Fror�t(in Horizontal Non-Flow Thni Loads Obs) H 1 1112 H3-HlO H11 H12 941.48 0.00 2246.3822 0 941-48 F1 JF2 F3-F1O FI1 F12 0.001 105.241 52.U2 105.235625 0100 FlowThni Hori7ontal Load Page 2 Design Calculations City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 04 OP/ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 Date routed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes Applicant: �'ffanning &z2a�qq I ree-Administrator eViu—blic Wo—rk—s-') Project: A L"-n ZP—ublid Uti Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: rApproved. OlDenied. (Circle one.) Comments: CE9D PLANNING &ZONING Reviewed by: Date: 6 TREE ADMIN. Second Review: FlApproved as revised. []De I ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: F]Approved as revised. []Denied. Comments: Reviewed by: Date:— Revised 05/14/09 APPLICATION NUMBER Building Department Cro be assigned by the Building Department.) bIj City of Atlantic Beach 800 Seminole Road of Atlantic Beach, Florida 32233-5445 0 2014 Phone(904)247-5826 - Fax(904)24 45 E-mail: building-dept@coab.us outed: W z // City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No Applicant: Z;Manning &Zoni Uil * -1 ree-Administrator Project: -Pjo 1,6 sy, 4 g. eVubric W4k3> Fire Services Dept Signature Review fee $ 4 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: *pproved. OlDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 7�0� Dat4,2 5�y TREE ADMIN. Second Review: FlApproved as revised. ElDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: MApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14109 City of Atlantic Beach APPLICATION NUMBER RE C 0 (To be assigned by the Building Department.) Building Department 800 Seminole Road I I JUN 0 3 2014 Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 - Fax(904)247-P845 Date routed: Zz 11--4— E-mail: building-dept@coab.us IBY:----. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No 00, ull Applicant: —A'o e tv r,— <Omanning &zoni "Tree Ad�ministrator Project: An d,16 le. 9 ��ublic Work efry-blic Utilffi-e7g� Public Safety Fire Services Review fee $ Dept Signature 4 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ODenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: —Date: TREE ADMIN. Second Review: FlApproved as revised. FIDenied. Comments: UTI E Reviewed by- Date: PUBLIC SAFE Y FIRE SERVICES Third Review: RApproved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05/14109 .5% A%I- J1J City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 4 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 Date routed: 'F`1119' E-mail: building-dept@coab.us 41- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -Department review r-equired Yes No uil Applicant: e Ids.'el, e, (�:Fann�ing &Zoni �_rr`eeAdrninistrator Project: efl-u—b—fic ,f_�ubl i c U�fi I i i e� Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]<Approved. [:]Denied. (Circle one.) Comments: BUILDING g2 311 q PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [—]Approved as revised. F�Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. OlDenied. Comments: Reviewed by: Date: Revised 05/14109