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1786 Selva Marina Dr (vault) �=L�I j•. CITY OF ATLANTIC BEACH Jel BUILDING AND PLANNING J`S '* 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ;.. ' . TELEPHONE:(904)247-5800 FAX:(904)247-5845 1 http://ci.atlantic-beach.fl.us April 24, 2006 Julius Montagna 1786 Selva Marina Drive Atlantic Beach, Florida 32233 Re: Lot 11, Block 9 within Unit 5 of Selva Marina Subdivision Dear Mr. Montagna: At your request, the previously approved division of your above referenced property into two parcels is hereby voided and cancelled, such that your property remains a single lot as originally platted, and described as Lot 11, Block 9 within Unit 5 of the Selva Marina Subdivision. As no portion of your lot was sold, or a new deed recorded in County Official Records, Duval County Property Appraiser's data should continue to reflect your ownership of Lot 11 in its entirety. Please fell free to call me at 247-5826 with any questions. Sincerely, Sonya Doerr, AICP Community Development Director Jim Hanson, City Manager Alan Jensen, City Attorney Enclosures • I 6 e i CITY OF ATLANTIC BEACH S•j 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ram CM �� Application Number 03-00027349 Date 12/05/03 Property Address 1786, SELVA MARINA DR Tenant nbr, name - REPL HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor JULIUS, MONTAGNA DONOVAN HEATING & AIR 1786 SELVA MARINA DR. 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 103 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 4 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY 0 R P:IYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS W PART OF HIS P '. T • SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. HI BUILDING OFFICIAL .rr + r }r! ' CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION • Date: Ia./05103 Owner of Property: A 7r&v ñ 3 va\u, Job Address: 17 BC S EL VA M MN (IA U I✓ Contractor: Dot' Q\JF . 4E.P r -k (-\(L In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type Electric heating fuel: B. ITgf� Eletpc IS OTHER CONSTRUCT[ON�1k(G DONE ON THIS O Gas: _LP Natural _Central Utility BUILDING OR SITE'. ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK Residential or Commercial INSTALLED t] New Building (Provide complete list of components back:it his form) • Existing Building O Heat _Space _Recessed C _Floor \•I Replacement of existing system O Air Conditioning: Room Central • New Installation(No system previously installed) O Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity c:fm 0 Other-Specify . ❑ Refrigeration O Cooling tower. Capacity_ Rpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: Manlift_Escalator (Number) (Received) O Gasoline pumps (Number) ❑ Tanks (Number) Remarks O LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date O Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units D pption Model Number Manufacturer Capacity Approving >f /e't KtAA 9 f iA 3C).3d Pei (Tons)2 y2 Agency U k CI 1 iko+-vuo p LI riA), 3036 T tA4,i1✓ 3 iadu5 U< <' HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving I itt 4-ctm le(l P:3F3c, In Te_c r (BTU) Sous Agency i,i k Lc 0 t ifiik '!e it '-ITFF 3P a th -rrnM' j.54,4 7 it c c TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• http://www.cLatlantic-beach.fl.ua 1/14/03 f I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00027171 Date 11/06/03 Property Address 1786 SELVA MARINA DR Tenant nbr, name REPLACEMENT WINDOWS Application description . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation . . . 9417 Owner Contractor MONTAGNA, JULIUS WINDOW WORLD OF JACKSONVILLE 1786 SELVA MARINA DR 8535 BAYMEADOWS RD UNIT12 JACKSONVILLE FL 32256 (904) 443-7001 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 80 . 00 Plan Check Fee . . 40 . 00 Issue Date . . . Valuation . . . . 9417 Fee summary Charged Paid Credited Due Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL , Cc: 0 14.1V.171 CITY CITY OF ATLANTIC BEACH D. Ford , , BUILDING / ZONING DEPARTMENT . _'99' _ :.•` 800 Seminole Road r'' ' s) Atlantic Beach,Florida 32233 \\,..._? (904)247-5800 • J j� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 - 07 '71 '11 Property Address: 0 '7 Re ` e 1 v cc 11 r i ci G r Applicant: Li r d p-c.J tUvYI 6) er ()rxu Project: fe plot r men + LL 1J1 Jews This p ermit application has been: UV Approved Reviewed and the following items need attention: 6 t k.I 1 tk `'D‘A,tL0t uc‘ 001-14 lJI_il ,UC k)‘\r.-LV I Please re-submit your application when these items have been completed. Reviewed By: Date: • May 15 03 02: 17p Information Systems 247-5845 P• 1. ri1.r>>lr%., ' I cH &1 r71 , nJ 1 1 // OCT 2 9 2003 CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, S LIGHTS AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION '' II Date: 2-0 CDC T 24:-)CD 3 Job Address: 1 Se 1 uG /.1c v inc, DA,1 u e Owner's Name: . ;4_‘iu5 % T.ne. 1&e 7\011kc...401.V1q_ Address: ( -Q3(,-, S e k\� \c 1- :,nfr, 0 re' . .> e I Phone: _ Legal Description: Block Number: Lot Number: I j Zoning District: ED-Z7 03_25-2/6" `4 Contractor: (.t.)s va7t , li)oield 6. 5Ati C,ScYty:(1,7i State License Number: L 8e /2P);2 1 Address: f 5 3 rj — j Z (3 A yme k do,.._,S f� Phone: ibt-1 - 4 43- Too■ City: Stkc 1(...5.,,,—) V• lit State: PI— Zip: 31-256 Fax: IU`f - 9-`f 3 7 778 Describe proposed use and work to be done: it e.yv,.o v C s=y.'b r-) % fi W t wC\ S Q.41 4 y r ..c_‹. l.✓ v-1"- 0. vA 1 tr-e p`Cai,a ru S .✓, v,c. D i a ,..c4 p rte`:`,a e 11 i Cad` OS E Present use of land or building(s): 3; k )te. raw.. . /.( 't Valuation of proposed construction: 6�f1 1 ., O 0 Is approval of Homeowner's Association or other private entity required?71Ifyes easesubmit with this --- ---appGcatlon._ ---- � -Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope *Window Elevation from Grade `I (ft) Window Height 6 (ft) Window Width 3 (ft) Measurement from corner of building to window '3 -. 9 (ft) Q ,Fi k a ©© a 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach,fl.us Page 1 Revised 1i27/03 9044437778 P. 01 NOV-04-03 04 : 14 PM WINDOW-WORLD-of-Jac ac on liy- 247-5845 p•3 MAy 1 - 9 02: 17p Information 61dst•es 247-584S �• � Pt WV `1' I CITY OF ATLANTIC BEACH ' RMIT APf LIGATION FOR REPLACEMIEr'7 OF W WDOWS, [GILTS AND G ' GE DOORS OF SINGLE-FAMILY OR TWO•FAMILY(DUPLEX) CONSTRUCTION i Date: 20 OCT 24J0L Job •• sic f3 SSG' I w DA Own V•me: I"—4r.�Y ►Y+5 a -�._ J5 �►Y1�,�C } lc��`�Addt ��4�,r_ �� hA . O re-,. sr Phone: Legs •. eript;on: Block Number: Lot Number i I Zoning District: -i;/ o1'25'296" "f • yr:�., Cant ••r: i u �� v • State License Number; L 8e /25-0 t-��_-�- Addr 55 S •- L2• (34�I,LLt"c�uw Phone: 4iO4 • tt City:I ac� >..�v I1 state:Ft, ,Zip: 3-1-294),Pax:_cfC"t - 4`+ q?�,' Dent proposed um and work to be done; a rv,c c C.>__ �c w. •.Arr-•-'S to v •.c trs 1, r% ILE pLdZt ..�, n�w : a ra Pr�'�••Ae 14.." Pries• se of land or building(s). h)& cr•w�_ J Y vtiu i• of proposad oonstruatian: a -I I 1 , 0 O Is ap• o al of Homeowner's Association or other private tntity required? I.1 J If yes. please submit with this �,. - avpli• •n �- Slid b Data Has • •f fdgit 1. (ft) Sundial'Width Ss-- (ft) Building Length_ 7. (!1) Roof • • e to _ *Widow Elevation from Grads Or', (ft) Window Height 6 (ft) Wtod Width—3 (ft) Mes uretneat ftnm corner of building to window '3 - (n) 0 -fir o • 800 Sessinols Road •Atlantis Sea*,Florida 32133.S44S Phone; (904)267-tla00 • Fos: (904)247-4545 • htepd/www,cl.stketic•bcacbM,ue Pugs t ets•isui la7t03 • • i,i May 15 03 02: 1Elp Information Systems 247-5845 p• 2 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: // Date: L v/1-71 - I hereby certify that I have read and examined this applicztion and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified hcrcn or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances.or laws in any manner,including the governing of construction or the peribrntance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the pl I and sup. required. rting data have been or shall be provided as require 4 Signature of ContractotG„n Date: Z/ 6C-' Zea.3 Address and contact information of person to receive all correspondence regarding this application (please print), Name: Mailing Address: Telephone: _ Fax: E-Mail: AS TO OWNER: ..-cl Sworn to and subscribed before me this 22 day of de'/c J�f'/ ,20 m.•-). State of Florida,County of Duval Z ,��UM Notary's Signature: , it "�°O Notary Public.State of Florida ��^� My Comm.expires Jan.23,2005 ,❑., Psonally known No.CC995853 Z' Produced identification Type of identification produced �5pi 4 %-/ i_ AS TO CONTRACTOR: Sworn to and subscribed before me this 'y day of 0 C41267 , 20(J 3. State of Florida,County of Duval - JAMIEGARCIA Notary's Signature: Ql..4 ut �outi(,t/A o�n�i SelikS MY COMMISSION#DD 164939 .,7��d EXPIRES:November 14,2006 Personally known pf ,.` Bonded Produced identification _ Type of identification produced I--L- 19 L 880 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/27/03 5 MIN. REIJ -434 PHONE lam) Book 11445 Page 151 , Permit number Tax Folio number f ioc 2i003A,.;5638 oo,: 144., NOTICE OF COMMENCEMENT Page: 151 . -Filed & Recorded 10/29/2003 10:16:42 AM STATE OF FLORIDA CIM FULLER CLERK CIRCUIT COURT COUNTY OF DUVAL DUVAL COUNTY RECORDING $ 5.00 TRUST FUND $ 1.00 THE UNDERSIGNED hereby gives notice that improvement will be made IOPhEf-Elfin real s 1.00 property, and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (,.v--2`( ;- 25— 21� D f- 25- 2- c Sf'`c , /I-(0 k , ti 4 041 f /6 s ( f/( ,4? 2. General discri tion��f im roveme ts: // / / J U�°frif eY5 a •�h`) (,Vi)21)4:6 G p,1 rf (yl2 cv I I- 12(riIr r elp(dcent(4/1,�'I l:(kUT) Pf ?OIQ�' ��(, y d)6L) -k=,1 s, W 6 C)/ ry 4 4ec -. o►U / J 3. Owner information: a. Name and Address: b. Interest in property: 5; vlL l • Wt - (y c. Name and address of fee simple titleholder(other than owner): r y5-35-- /I- 6'4//rec- g. h t 4. Contractor's name and address: 4? nd0,) Ld rr d of 6 KSd.o;(6 1 itik 14A-K.,k,i u, ((1� a' ��25 a. Phone number: '7o V- V 3- very b. Fax number: /- s(V3 777?� 5. Surety information: a. Name and address: b. Phone number: c. Fax number: d. Amount of bond: 6. Lender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a), Florida Statues. Name and Address: a. Phone number: b. Fax number: 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified) Y.' Signature of Owner:,v , t� "/.'( /d7 =Tle� Sworn to and subscribe Before ,this 42,7 ay of 4,, `1,,,, 20 Notary: Known perso ally/ID shown: ��/", % �i;/r-y My commission expires: )4 q /-j ,e'er_r JOE SEIN / 1 p Notary Public,State of Florida 2 ,44) 'My comm.expires Jan.23,2005•llr-4 No.CC995853 (9 NO -rO S.e k4 E L ' P f : - % 3 Vftul9)L l l gD KK > Q. _ - - 12 11 tg„, nn U Vcc- 13 1a 11U. �tt (�LJa. f\i v-:n 4 Die 14 1* ckLv lc &c.41.1 1 F(, 3-222.35 ,L 2q 2, 't a y$qct is 16 .. ii 23zf t4 Ir th 2S Z4 a g I r 2.t) 24 a t■ W P 1/l b 0 Si,`L i W g D 1 ykj 7Q-A- c`), u j tC 0 3574x 7l ,4- 2 35Nx7l72- cP 0 Lf$ r 15 2/5r ?S” 2) 3514 y 71 4, zz 35 % x 702- 0 X 6 x TS 2z 171'6 x .4-5-, 3) 3GX71 A 2 36x `f2 3� y� f ?s 2. 'AxYt Li) 36 Y7-1 4 z.`) 23 /2A Vr2 P., Lb li( x7S 2_ 5(:. x75- S) 3$X )( !'/ 2 351/2 K -1-I 34 S t-H x'Is 25-) ,w ii 7s-- 35 /fs y l lz 4 2( 23 ')(z 7 I /E/ * 0 tit' r 4-5 2 36 X 7S- 3) 35N x 11 '4 Z-4- 35/2 y 7( % 47 .) 1-15 x 5 2.3) Y 7-5 0 35X 4 I Y .,0 24‘ 3514 )4 T i Viii ,f 'ft X 75 2 ) yc Y 7s-- _'6 3S%1 x ?(% 25 353 k 36, LI'C X 7.5 21 Yt x Y�)) •-ti y15 (0 3s 34 7/ 17.1 .9fr _ ,„.4..tt \\11 353/y 1p.. i P!lilt V gliii4elta [n/ �[ III t• UPI OFFICE c 2) 35 Yz )c SI 'X/ NOV 05 2003 1 t v �- 13) 35 %Z r 5134 13 IN x G;.s t_D 36 )e 35Y.{ By; 1 LNK4K Window World of Jacksonville, Inc. � �J � 4C (, 351/2. x 71 '12 1 8535 Baymeadows Rd., (flit 12 1/ Jacksonville, FL 32256 , y � (J 3 S �Z K ( 12 904-443-7001 f 35 ►I2 i ` (” 904-443-7778 Fax i -, Lit x 9-5 10 RAct El! 1 "x7-1 i. ) 3S 7-o 11 (7- 6.c erl iz riis ) 0 Lff y Ts 2-0 R S 3A Y 1( 1/2_ � ac cZSo�zi zo) f .Y 9-5- LL .iY:' Y :r u� :\,,,c1 GO a)� _J x I=I ' i ;GIQ o x d "3 ally a a _ Li, m. 0 In In - /� q •. d N W II o 0 0 ''•„i-N fY a" W Q n • O N I M - Z v W H ,� __ i OU 43 1 I 1 c, 0 7�`L�'■ LT_ a Z a p l4 a O a W =° 0 a J r Q za or, ° a q J 3 1-n + 4 N Q Pa ZWJ f' VI ; 30N ` < Q °U o_U W N y Q 3 N o 1, ¢mod _-6 n <I n rZ-i o \v ¢ o+d. No C x X X a 3 J A Wlr z +• v v v J 3 WIZ o �s a m co v v Q ¢p74 N �� 03 ) o O t- -ti° O i CY c vi W �1' ` s L ¢ OQ L �1 in a zc Q Q Mii B i' Q S�� c ; a o 0 o i ' m a d v a v ` cu W E d+' +' o 0 0 ' Al 1 ,:',", VI co M M f v c N 1 1 I i' L ~ O O O i I-- d h CU VI 1 r.,.,; • z -P-c U Z 3 Z u El ;„' LI 14.• 4'• Q a J J I- ca N Z H _.s z p Q Q 0_ Z_ - ° ZO 0 O) N p m o Q Oa z Imo. ; Q H \ 11,-. � `s Co. _ ,i,�.. (e'�-�}F \—L \ E I�f 1 m z Q r , i cu �, H 1_ 1%,„ N o D m >L N Z H 1__ dWd W CI o p X X 4 Architectural Testing 16 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Wood Installation of 0201 Double Hung Window, 3' 0" by 6' 0" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under ATI project 05-30324.02. The fastener analyses provides a 3' 0" wide by 6' 0" high window with an allowable installation design wind pressure (D.P.) of+/- 55.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem-Fir, or Spruce-Pine-Fir. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. '.• I t, J, Director—Engineering Services l ! ANR:am cc: 01-41462 tt r.: 05-30324.02 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com t Pte'' ieetnSPQ cc /Ji° �� Office of Building Official Beads 4101444 g �a / REQUEST FOR INSPECTION _ / ° rP 95/7 Date 7/ Permit No. i A. Time (�'j� Received ,/f /� / / 8 ,. / �� ,i Locality Job A dre Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El •• ❑ Air Cond.& ❑Rough Wiring ❑ Rough ❑ Heating Temp Pole ❑ Top Out Insulation Roofing ❑ Slab C. Final ❑ Sewer ❑ Fire Place ❑ Insulation ❑ Lintel Pre Fab READY OR INSPECTION Tues. Wed Thurs. Friday P.M. Q A.M. �-��o j P.M. Inspection Made / 7 �- _ / final Inspection ❑ Inspector Certificate of Occupancy ❑ Date DEPARTMENT OF BUILDING 384$ CITY OF ATLANTIC C PERMIT TO BUILD � NO PERMIT MOST BE POSTED ON JOB THIS PE g�1$ 75 ism E Dates 17 .00 yIINtgI1sG Fee$ Valuation$ aid to City Treasurer, and is above fee has been P of law.valid until for of applicable provisions This permit not violation ��• subject to revocation for pltlitilbill 4 Gordon t • This is to certify tha lavatories, 1 �. 11 1 sink. 5 1 dins, 1 bath lusts water heaters. has pe nlssion to boil'__ _shower. 2 3 closets, 1 . - r ne • residers is 1 fiction & `� F Classedbyio Almand Const g SAD Owned by Bloc 11 farina )pzive Lot 1786 $elves ;t TE FORMS art of this Pew CONCRET BE House No laps which are P NOTICE—ALL I to approved p D FOOTINGS MUST According AN BEFORE p SpEPERMIT SIR MONTHS TER DATE OF ISSUE n rubbish and debris material, not be places in ► t) Building work cleared up ��- 4 from and must contractor and lhau edeaway by either i —�� or owner. l sun i•• M ,� 911��7� CONTRACTOR _- PERMIT DATE FOR OFFICY NUMBER f U5E ON PLUMBING ELECTRICAL SEWER WATER ; 0111Y 0 Tukarm BEAci Akezugatisrtur 't,612.41MAUTAILI CVM .A3 Mt! L' f. a C,S,L9.41 Lakorasetaoaaaaamoavaas.saa.ParomaAAA.m. sammeataar*Cm.. aogavaarmAamassamara• dr OSTER frclidifIL . _11 - 0 Cl D1/ W' PAT aAL L rxsal / -02 0 STATri C F CATE (4- aH LihT talfr, e 0 Ai S' filF2 1W" Lf3q NC/ „,,Dt,t,". ■ oar». 0,97.8,4.7 ra-As^mrsa......mcva••Aa wassaaa.a.A.Ara.AralowswarawArywaa A.a rauto Ata.wars...A...a-as •••NA,.ari aaaaAaa. .asaaaama"samba...rem AAA.. ur.c.es FAO ti.1•414EVe 5 101 An= 02 VATF.R 4EKf 4 • JAI. MOS 05 SIMMS.' S Mr* S Dr;SPOSA'1;.; ayeCtGISETS I WN+:1 Megti MIER ry neataadisalpawsarsTa.nalaulasroaaaa-maAntAaaasuamma..1".” ...wan* m+AAA waesaffitAableahrodarnamaaem J1JOTAL > AE Cartila LifiTX.LATIttli CE Fil,R43[NG AND FIX/WS AST sE FCCWWW,"r: ill 714 1HE PrT ra7114? Thin o Y141-: SOUTHEiti PUNSM.". CODE.. t -------------------- 3844 DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB Date q11 G/1-6 19 Valuation$ 68 85__5— Fee $ 174 00 This permit not valid until above fee has been paid to City rea ur ,r, and is E subject to revocation for violation of applicable provisions Co.Amend o nd Construction This is to certify tha has permission to built - t Classificatio /F �welli.nQ —Zo S ne ' Owned by Alm.nd C•n- r _ .1. . • # • -„u K — Bloc' " S/D Lot House No 1786 Se1va Marina Drive According to approved plans which are part of this permitNOTICE—ALL CONCRETE FORMS t AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE It r; ■ 0 Building material, rubbish and des is —♦ .4 from this work must not be p a E public space, and must be cleared up and hauled away by either contractor or owner. , ": J/i,•i r 1 0001 Bill M. Davis R Buildfns official. CONTRACTOR FO OFFICE PERMIT NUMBER DATE USE ONLY PLUMBING IIIIIIIII I ELECTRICAL i SEWER 1111.1111111111ilm WATER i FOR OFFICE USE ONLY it Date. - 5" 19 7t nallYg) P ermit # Fee $ ! 7 -, V-0 L4� F ATLANTIC BEACH f e f I y l Valuation $ J • FLORIDA House #178 - - ....-ti 4...A CITY Of ATLANTIC BEACH 1)1JC'. , ye do laxL IIIAPPLICATION FOR BUILDING PERMIT Cv c Cep , • Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. SI PT $ 1977 g OwnerALMfl1P ` O'I 5TIi 1 Q' ' co 'RMS. / R GfAvfx pf a No.ail-arm- Architect —''�/ �//� (W081/0101 Address. /�/� Telephone No. Contractor Builder#4I.fl,.D.._ cress ,f�/SAME Telephone No SAM Lot No. II Block No. 9 Sub Division-LI�[�/. 5 SEAM MAR 1~"one 4 sZM II114 IMI OR._.-Street Side Between < /� �C and Q Ste. Valuation $ For what purpose i ill building be used-RE oy Type of construction VENFR Dimensions of Building-__:1 S x£3/Dimensions of Lot/SO ° x ASt Size of Footings Size of Piers Size of Sills Greatest Sill Span in ft. Type Roof.4 SPIM r s/lia4r4E.s How will Building be Heated? • 0641' �PvM� - ill Building be on Solid or Filled Ground? S0`' 10 Size of Ceiling Joists_ r��k� 4Dis'ta •esnter , Greatest Span '' Size of Floor Joists , Distance on Centers , Greatest Span " Size of Rafters , Distance on Centers , Greatest Span " AP ' ROVED This rectangle is to represent the lot. CITY OF TLANTIC Locate building buildings the P U i r I G OFFI 4 a right in eetfrom all lot-lines and existing buildings. 14 1 4 REAR LOT LINE i i , Two copies of plans and specifications shall be submitted with application. 1 I dt�� Inspections required. B . - see 1. When steel is in place and ready to pour footing. W 5�dr' z 2. When steel is in place and ready to pour columns :nd/or lintel. Z OL Al' ��J ."-. 3. When steel is in place and ready to pour beam. ►a r/1 ►a 4. When framing is completed. E-4 pi, s 5. When rough plumbing is completed,and ready to cover up. W �0 W 6. When septic tank drain field or sewer is laid but before it is covered. A A 7. Electrical inspection by City of Jacksonville. vi 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. � £' ../4c ��4� A�C Signature of Builder/ �/A �C Signature sf Owwer9, -.. .-_ Address.O4 P401it��/FA' 32073 Mar CF A1LA T C Lem-v ta E f Iw�rs� ++� Leen (�-''� }�(� per/ - ♦ (,p��p�p �s p ///j C L4 f1 1E71e74 w +omsasaaa.r�w.s �iK MOs► soU�/e�Ti7 v tie 1 , ' ..l--rte �' y �yeet! ?A �• .. I. �� lard J4, • �. . timet PUNIER DATEp�;y� Y .R%Ni 4a[brtTfA'i��werM'6'Y rLStN icmaa'uLM 11414‘. CM' c'F 41.7i.1PTIC EAU; ION POP V r ER cu:I-vs )41114.fi:4 Mk Is a ERE BY ME J-^0Lalri NC: ADDRESS F CIO. / UYIT(S). NIT-Pi (.1ARGE OF /-'--- --1 ` -- CP - e,6 C - -i LA:Tk • , ACCV5PT NC c,-- )0 0 la" c i KA$ ER Pi4.13 (2----rra- ; 71iEti mt>44,0fita- v_e___.- / OATE INS r4i.g.0 : ,- ?77 a co-tv OP AllAtir C LIEAC44 WATi* CrAIECT ME CANIGE , %(_v_e_ ___4„)(_ At / 2 I‘ ,..J.../ a •.evr■rr■■Ik■rv•.■at•1r•-•-,A•u..soc*.as.sr-,.ot•m.,nu-s•,a.ar.v.3ow■+*.•e•.t•namr.acn•.i•uImerI- PtI,.t;%iSt: riti g..175i OP, WiaiNCR _ -,...... .i-f..,.. .1....r. ..__.....stj-6 ...... ...,,,,, ,,,,,,,.......t.srea. TWIT: M't e(itLM ; a_ ..:_ _.,, / axfiracom mow [XitraTF.fit; OF / S MAR STALL s UXNEST1 C t2 tm it AVER cioscrr, ulVATCRY & WNW On SR SIM,L VI irrtit0 ...._,S144.1M4S .0ilaW) PER -rtAil (3 ut MIELX3 (W MIN Tt W 0 71-Arr fNER _,_ SUMEONS S Mt (3 tin!til MAD f-CtiER) C.?, vil ts) L-WM HO R M S(.:ni Sii CET (3 latii.$) _ gRV i CE S 0 tg--11WP STAND (3 tmi __ Meg tiai ON $OK AND 'MY (3 unt is'i SEAMS V NK-P TRAP a' Urtil'i..1 _Ma Mirt ON St IC L `MY Ur'OM Oil SilOSW, tiarr 4 uni tO _FOI, =JEW agatTAL LiM T til WPM:0 (1 ?ATM' ffili NAL, • 4.TAL, SYMON 4 ET„ 51-OttniT (3 utz;I's) 1.AVATCRY ( uts 1 t) iNti tsiAL, WALL UP €4 urti tt) ..., _OM 14X.1 tr; PaarriA i N ..tift!NAL STALL• witsziour (4 uni t: _T Di M-WASIER (2 w4 t ) UM NAL 1ROUGH C EACH 2-n. SEC1 FLOOR MAI NS ( sae 4 t) (2 -1,9 / .1.' JOM-Eil St Ntt. €2 trgWrs) Jutsmife mow*: RES.3 (3 tatiH 1.,__ritivaltutl suet *firm ?twin ovival JOSH S tOt, EACH ser (of: FAET! Ci uft i.A) (2 unit ) 1 / 1 / LAVATORY (t faif i.) i / AVER 1%.06E1T. S, TAW CPERAITO (A mitt _ LAVATORY, [MeV, ariAttrtr PAICOP. a tett ts) WATER CLOSETS A VALVE-MRATEry CS uvidhi) LAVATORY, Stift=,,ORS V, tsr;ts) j_LAtimg-if MY C2 uro'jts) bb CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION ___ _ LOCATION INFORMATION _ Permit Number: 18968 Address: 1786 SELVA MARINA DRIVE Permit Type: WELL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION' Date Issued: 10/12/1999 I Name: BILL LATHIAN Total Fees: 10.00 Address: 1786 SELVA MARINA DRIVE Amount Paid: 10.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/12/1999 Phone: (904)247-1875 Work Desc: FOR IRRIGATION CO-NTRACTORRS} .. _. _ _ APPLICATION FEES - - ------ . :- L.N. WILLIAMS PERMIT 10.00 ._ - - ,:f4i spections Required: — . = NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEAR_ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. . #18.88 14 1 Date: 18/13/99 81 Receipt: 8882688 L CASH ATLANTIC BEACH BUIL G DEPT. 88188883221888 F1± $10.n0 APPLICATICN FOR WELL PERMIT CITY OF ATLANTIC BEACH PROPERTY Ott Name: ��, f' ti Day Phone 7 Y/l.17 S Address c (��LC-� '�i� /Gfa1 'j _ Zi ';�� APPLICANT, IF OTIER THAN OWNER Name: ,‘V� X74<yf Day Phone Address 6 �� > ��l�v - Zip • JOB �' / sy� Address or Location:/7 '�/�E% �/ // 4 Legal Description: Is well to be used for drinking purposes? PO Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, trust first obtain a bacteriological test report £LVUI the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: • • • I I I agree to armly with regulations stated herein: rglature / Date ....C___a or) aet --�" 'c M o r N rnr -o -1 1\,..,,,,s, FA °'' ccv c P \ C-2 v On ' L :,,---,02- �� j 301 2■0z-.N \ .....„....„ .' • ' Z - � W lid i S I"4I O o ' n a\, o ° Z 2 W LL _ w W z z z =a, O ,J a ` 1 �v = Z u _ I N O • ) � Q Z 0 0 66'1 4- te. N\ J 5 �c9 N� a \ ■•1 11 ■Zo 1G° •• rzzO� �' al I,. O 6, `y� (� N W O Q in r j W J � 7 ¢ ¢ 1 W O � a� iyy bH U)1 C#46,•- .. 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OAR �" ut RI Z I) zI L7 m D n m Z z RI g n D D VI C D T ■ Vf Z m C D 1 A ..< D 1 nt > T D T _ p z w �cn m m H ,m ��, v �N > m , I. o0 D \\ * i� - Z Z D m m T �� O D Z O I ( O D O D r Z I T 1 O I 1 I z _:._ ; -4 ril Z � < D MI '1 D -4 73 > O m co' I ( O m D D ( c-))K m O x Z m D � m -i I Z i cn m Z m I I< Q' * m O ( Q C mn z2 ➢ �! C , f- f 0 Z K D D r z C O D OD O 10,5 ' O p C m m ,.. D m N \V\ T ^1 D Z D = 0 D D I z m --I H m N m cn col 0 ^' — m O < O oj D C C C i v 33 D r r 01 m Cn Z O m m V{D 10 . 5 N O0 °1' � -4 T > > m � D D O ` JZ 9y0 4 r V 1 m c O , r(11 m 46 l Y,(11 ` v+ \ O Z � � 1 O„q G , \ . _ ti. ✓✓ 0 cn N. � 0 n Z n m „fl Z T a - n ■� Z ` A 0 _ r c a. �' I —N 0 — � / tiD 0 CD i 0+RI 1. 2 1 _.._ ~ r co N.--7 °125' tC 1 Z \\ L aQ —+ \ it DJ I. \ Q N cCoo Cict ES, -'4 R, t 9 Xr x Is au7 - x ' N./ I APP OVED CITY OF A LANTIC R AC:i BUILDI G SEP 2 0 " ` FO 2 ; -3043 7-ht/Afs 1;4237.1E111/786 SCLVA eifia,z/NA nT fl 7-4.-� Z3 6-‘9-c H LOT 191993 Building and Zoning t 9X-C" l 1 `IS aY 7 a81 X C‘ • .___ _ _ _ _ ____ I , \ I X/ N � I A P P R 0 ED CITY OF ATLAN IC BEAC:I BUILDING pcle-F_ 1 SEP 2 0 993 1 % I / i /97-AlA.177G COAST 81.-014, FglEaT 1E1 FO ; '0�3 -rH/Afs LCT 191993 1786 S -'.-W' f-7 9-.Z/N A fTL Z3,gcH Building and Zoning t I 3I xr I 4 f I i x ax 7 I t a8 ' X % i _ k I cb / i I APPROVE /z CITY F ATLANTIC BEAC:i B I'LDING OFFICE N 1 y S P 2 01993 y I / p@EITIQ 197-Lig A.I77c, COAST , °'-', Fa 2 ; -300 71f i,Lf5 C CT 191993 >7g6 Sr vA ','/9,e'NA Building and Zoning A-TL 0 RCN / fig 9X1° 9 xe 9 xe 9 X '''' 9 X4° /I' sc " A I ,7x.8 07X7 az7 07X7 ax7 07x7 07 x7 x / J.F I .,2)(..2_ / 02)(.2_ ax.2... I I --\-- / tea' / IT ,, 44 /z a 0 t i3 6 91 aX(e o1x 6 1 ,- I- . rif. ,z6 ' /1/ I , t7/ 9Xr 9xz° 9 !Xe 91X '''' 9!Xr ? Xr /1/ ,.54/ f + -7X8 aX Y ax 7 ax 7 aX 7 aX 7 ,=.7>( 7 K a Xa 1 • K 1 ..3,Y 1 X� i x I � ' \ . - I r ma c' / 4 ,' iz 1 /3 9' 1 ax,6 ax 6 1 E I .� I t , 7';' r i 9)41' - 9 ice 9 ixe % X.`" 9Ixr ,Ixr j II i R /I' .6_4/ -- i 1 ,2x8 aX8 ax aX7 ax7 aX7 ax7 ± o?Ica- I / . Q, I , x i 1 oz x_2_ L axe 1 i 1 1 --\--- 1 t _ G' , G /Z 9� .be,6 c2)(14 1 I v CITY OF 41la t c Beach.-/knit& Office of Building Official REQUEST FOR INSPECTION / /- gV93 1/360 Permit No. Date Time $ r 4' `f A.M. n Received w', / 7.8 s> r )220-A-1/106-- cji.A..1-4-- Locality Job Addre C Am.-ger ..... / 4, r Ya„ Owner's Contractor Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & El ❑ Heating Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Fire ace ❑ ❑ Sewer Insulation ❑ Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. P.M. `� Inspection Made IA Final InspectionK Inspector yam, - Certificate of Occupancy ❑ Date (Z1,0 c,fY, m t n q POOL . rnsemrecta►tiNINT,Ne.:room.w `i . , -4 ... • 1 Notice of Commencement gr.....e w s+.• •sa.a1 . To whom it moo aortoers: The undersigned hereby informs you that Improvements will be made to certain rest property, and In accordance with section 713.13 of the Florida Statutes, the following +reformation is stated in this NOTICX OF COMMENCSAURFT. `� I�C�TC ' ► `00_,L +mac- — .. a,rt.0.. .,... ie-.)_.„....., :,),.... +-6..,.. -s -2- 2-- -t _ _ .MMNN_-.o.N.....•-6- GeAery description of imprewst$°ti ."' MN.,..._ Owns: --- P z I ,, � -L � ��I A N1'�c�3 r� c l, Addsesa _ ��.NS�.L�_N_ Owners interest in site of tae IsaprOV« y.• SAmpla Title holder (If other than weer) _ . Address r . I--- ,2/L•1 ` ►`t . ^j L- -------�_... ■.N ..N:l: ' -- T� �C 1. 3Z- 201 Contractor ..N.._.M.....•- T Surety (It any) _ ____________�.�----- t Amount of bond : Name and address of usy porno Nokia;a lees foe she alllitniC0011 of the improvements. N .. : ..N...... . ,, Name ..NNON....N..__»......----- 1, .. dd:so) .-_-... .N.N...N.M......N.N.N ••w•^_ .�� mod by owner upon whom lotion or other documents o within die State of Haider, odor Ws . dai Y I 4 '1 Name of pare i may be ssr►ed: « Name ..............-.._...-.. Addsssa ............---N.._..----•----•-----._- In addition to Aimseu, owner designates the following person to receive • copy of the Lienor's Notice as provided in Section 713.0$ (3) [hl. Florida Statutes. (Till in at Owner's option). • Name ------------------------------- ---------- -- N. Address �•�•■•••■-._-r..._----••••....■■•--N-- Two NAGS twos ssoonia'o Nos oe1s.� 1t te.d / •owns: • T. Sworn to and subscribed before me this . 2:1S 0 c ©- " Yq day of -- _ Co—■. .-- -- -:).-- it. I oa►.Pub1k :• .3• ER ,,. r U;:C.5173 EXPIRES !7:uy 2.12115 _. i N=9 irCY MN r,K',WICB INC. I1 • f 7360 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -- ---- - • LOCATION INFORMATION Permit Number : 7360 Address : 1786 SELVA MARINA DRIVE Permit Type: SWIMMING POOL ATLANTIC BEACH , FLORIDA 32233 'lass of Work: NEW LEGAL DESCRIPTION - - Constr . Type: CONCRETE Lot : 11 Block: 9 Section: Proposed Use: POOL/SPA Township: RNG: 0 Pwellings : 0 Code: 0 Subdivision : SELVA MARINA :stimated Value : S15000 .00 Tmprov . Cost : $0 .00 Total 7c -,— S30 .00 S30 . 00 _ „. T717r CLANS - ------ - OWNER INFORMATION -- APPLICATION FEES Name F-F,,EFT THIMES PERMIT S30 .00 iddreSs SELVA MARINA DRIVE WATER IMPACT FEE $0 .0'' ATLANTIC ,BEACH , FLORIr- spitR IMPACT FEE $0 01 ' 4 ' 0124r,co WATER METER-/TAP 411,000 RADON GAS-H.R . S S0 .00 ------ - CONTRACTOR INFORMATION - RADON GAS - 5% S0 . 00 Name SOUTHEArTERN POOLS CAPITAL IMPROVE. S0 .00 lAdress:- 8935 MAC ARTHUR COU1 SEWER TAP S0 .00 JACKSONVILLE , FLORIDA HYDRAULIC SHARE 50 ,00 :Acense: RP0O1P Tyre: 5 CROSS CONNECTION 30 . 00 SEC .H IMPACT FEE 50 rr' CONST. SURCHARIE NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION DATE: 09/E7/93 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDatBJECT 118fFieftI4./.10N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $30.00 CHANGE $.00 RECEIPT NUMBER: 109935 ATLANTIC BEACH BUILDING DEPARTMENT By • : • 1 ■ ■ CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address /7 ( 5..g.Z v‘r /VI 40e I'll e? pt,e w y-e,,, ---1, L 6,,,,‹ Lot # Ii Block # ? Subdivisions e7 /144/,,'4. Owner / .Was iee k,.2e4 1-4_ i' +'/ ' ,gyp Address 2 '7 $ c S e 6 (f- (L// ,c k 4 j22 Contractor d T-4 -ea5q(--e_,e‘z j7 I-4-C- rzia(1 , J �c zi/"4{Ss, q J Address e- ( ' 35' /y.„ ,,c,,v4"4of* - -1-0_1* F( 7zzi ( License Number prep / g z.e/5 Valuation $ f'/2 CJQ'O Gallons de p 00e, SITE PLAN front 1:4?"7:::421-111,037' 2 , EP 231993 . Building and Zoning o, a, m mo rear Signature Owner Date Signature Contractoa7d &/‘!‘..c.„,d---- Date 77Z-3/9'_, D P0PR��c oA�\E p0141,1 'D I/ As 7P-- ----- ■ ) RINMNCIA%PRINTINGCOMPANY Rolla of Commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property O geiti.n ,�/ A _,,z-z.7-- // glei'9v ....44 (5'e--2.4,41____441-ivi//4 . zi-",d ,5.- General description of improvements __ L 6 J" _- Owner ---- 2011Z �5 - . Address/21-6 -- -`76 /4AJj,�)1 1J1i I Owner's interest in site of the improvement a �/ Fee Simple Title holder (if other than owner) Name Address �j p /p ,y/ Contractor & J rL _efi e 1 Y P ?t- i:/C - Address 7,2.151/01c= _, /)_44i -_--i- - Surety (if any) Address Amount of bond $ Name and address of any person making a loan for the construction of the improvements. Name _.._ Address Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name AddressIn 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 Statutes. (Fill in at Owner's option). Name ----------------------------------------------------------------- Address THIS SPACE FOR RECORDER'S USE ONLY 0101e7"--11111M=..i..-, e..7±___.......1 Sworn to and subscribed before me this day of _ _ _ 192-, , , / t __)e _Notary Public - - - NOTARY PUBLIC, STATE OF FLORIDA. MY COMMISSION EXPIRES: FEB. 25, 1994. BONDED THRU NOTARY PUBLIC UNDERWRITERS4 PSR-3844 7440 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- - - PERMIT INFORMATION — - --- LOCATION INFORMATION —- Pe rmi t Number : 744' Etddress 1786 SELVA MARINA DRIVE F ermi t Type : ELECTRICAL ATLANTIC BEACH FLORIDA 3223'' 71ass of Work : ADDITION --- LEGAL DESCRIPTION Constr _ Type: WOOD FRAME 4ot : Block : Section: Proposed Use: SINGLE FAMILY Township: RNG 0 welling : 1 Code : 0 'uhdivision: SELVA MARINA '7,stimated Value* $0 .00 improv. Cost - $0 00 Total Fees : $35 . 00 Amount Raid: S35 . 00 * AL FOR SW IMM I NC. POOL wiAEh .LNFORmATION --- APPLICATION FEES -RIME" PERMIT S35 , 00 .F.LVAgMARINA DRIVE WATER IMPACT FEE $0 .00 BEACH FLORID1 SEWER IMPACT FEE 'MR KaTER flAP A DON GAH S %SD.ietfz - ctt_ litACToR INFORMATION - RADON GAS - 5% 80 • 00 Name * GETZ ELECTRIC SERV I OES , W.,' '.7AP I TAL IMPROVE $0 . 00 '1.cid ref:s 1iC LAKESIDE V I L R9AD SEWER TAP $0 , 00 RANGE PARK, FL 3 20 4-2 HYDRAULIC SHARE $0 . 00 Terse * ES")000024 Type : rl CROSS CONNECT I ON $O 00 SEC .H IMPACT FEE e'ON . SC—OTHER ;- $0 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." vRLIumilun mit: 10/12/93 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND suBanTo ROYEAVirR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $35.00 CliANGE LOU RECEIPT NUMBER: 110553 ATLANTIC BEACH BUILDING DEPARTMENT By: f t ;,4 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: De/ /t 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELEC ICIAN SIG URE n ��yy JOURNEYMAN NAME 77///h tJ ADDRESS: / 7 8 S:eLr/r� #2i-u' /RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( ! OLD ( ) REW. ( ADDITION ( ) TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ( ► ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. r OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS A// frDe /4r TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES PSR-3844 .t 4 ' DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- PERMIT INFORMATION ------ LOCATION INFORMATION rtnic Number . 7474 :cress : 1786 SELVA MARINA DRIVE Permit. Type : SWIMMING POOL ATLANTIC PEACH . FLORIDA 3223a ass of Work: ALTERATION LEGAL DESCRIPTION onstr . Type : ALUMINUM - _ 11 Block : 9 Section: ,-oposed Use AMMON ENCLOSURE Township : RNG: 0 flings : 0 Code : 0 bdivision : SELVA MARINA UNIT 5 rimated Value: $7759 .00 Improv . Cost : $0 .00 Total Fees : $75 .00 Amount Paid: $75 . 00 Date "' ,ISTRUCT ALUMINUM POOL ENCLOSURE PER PLANS APPL 3AT I ON FEES ti .r P 'EEYT T1i CMS PERMIT $75 .00 ress- 1781 SELVA MARINA DRIVE WATER IMPACT FEE $0 . 00 ATLANTIC PET. FLORIDA 3 '. SEWER IMPACT FEE $0 . 00 Phone' (904)64: WATER METER/TAP $j n , RADON S ' . _--- - -- COI�i CONTRACTOR INFORMATION � RADON OAS - 5% $0 . 00 Name : M gtt EL " DNER CAPITAL IMPROVE . $0 .00 dress: 10AsuNantNE BOULEVARL SEWER TAP $0-r00 _. ORMON 'F L- 32174 HYDRAULIC SHARE $0 .00 cen: e: CRC033596 Type - r, CROSS CONNECTION $0 . On SEC .H IMPACT FEE 3^ . 00 CON . SC--CTHEF ct.,0 nil NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ISLE.W 1 C UMBEk: 1111'3i ATLANTIC BEACH BUILDING DEPARTMENT By ti F/I. �� CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ri I Address t (- k r (L(Nrk IJ CCoSvtZ Date 11) - 20 - g3 Heated Square Footage @ $ •er sq ft = $ Garage/Shed @ $ •er sq ft = $ ort \)f(Car Carport/Porch J � @ $ •ersgft = $ Deck S' @ $ •er sq ft = $ Patio � @ $ per sq ft = $ TOTAL VALUATION: $ cq.Ob 717 9 / I c: / Total $�V„�aluation 1st $ / _ Remaining Value $ } per thousand or portion thereof TOTAL BUILDING FEE $ cc..) + 1/2 Filing Fee $ ' ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ - SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0045 $ ( ) RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER GRAND TOTAL DUE $ &v ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ? ' CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Ro k3E417` 711/ /5 Address : i7 Phone: 6V,9?—89 9a Lot # Block or Unit # 7) Subdivision: SELViq Mtee-1Nh u&T S Contractor : I/C146-E L - G,q- N62 CCCO c36 S4) 6 Address : aI SO/US///AJf. UD Q OjPAne No :j077=�( ?, Describe work to be done : if(fLii Cral-,72 ) Present use of building: �`- Valuation of Proposed Construction: / 9 Proposed use: `�..12 , Is this an addition? 1. ES If yes , what are the dimensions of the added space: ,42 ft . X .6–(4 ft . Will the added area be heated and cooled? irk) New electrical (or increase)? 01/0 New plumbing fixtures? New fireplace? New Heat/AC? _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF CO NCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONT' . CT. I Signature OWNER: Ati� � d�tialP �_ _'�i Date : � h ynt5 Signature CONTRACTOR : P R V E Date : A P TLANTIr BEP CITY OF A>Zr 70NINr nFFICE PLANK'NC O CT 9 199 ElEg/EfTZI e,, By E CT 191993 / Building and Zoning FLA. 1547 LAWS 1tT RAMCO FORM Ape Ft 713.13 �s Nrdirr of (gentntrncentrnt IP IN DUPLICAT[1 Lr fuItmi it mug =urn: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property..)44'.0---t i d ,,,,,, ,,,,, » Y * �t�f. ,,. General description of improvements. .......-fr---1(1-19-t. 1 / 4' Owner .Q 6..c e-r. . t 11-'..S ....6 Address d 7 Z ( Z E ) A- .k, ` d /I Owner's interest in site of the improvement Fee Simple Title holder (if other than owner) Name • Address Contrador /C f f , ......... L. G ,� �,u / .»».»..»».........»..._. t »» ... Address /iiv f 8 V rC i <0/l.1 j TL Surety (if any) Address Amount of bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name • Address. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's o• on). Name Address --I - .......» —.THIS SPACE FOR RECORDER'S USE ONLY \_ / Al Owner Sworn rn to and subscribed before me this....�1.=? -- .:1..� dayol.,.., 19., ''+ '""'• OFFICIAL • AL. »..»...». **146 rl '++li NANCY A. BE TLEY Notary Public r - •• OFFICIAL SEA • r I My Commission Expires I ' "!"tlil,4' ,.� Feb. >3, 1997 1 NANCY A. BENTLEY ••" 4. :•• Comm. No. CC 257975 1, • My Commission Expires. ***i'.***** Feb. 8, 1997 :; .•• Comm. No. CC 257975 ' ILA. 1$17 LAWS RAMCO IORM 400 FS 713.13 Nutiore of Commrttrewirnt IM W DUPLICATt1 `ga 63110111 it wag content: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property... I.Lq�,- ✓.... 1 r /�", > //l fly / ' General description of improvements. Owner f ('1 61:- _. r 1-1- I I-1..L. Address (: /J } � Owner's interest in site of the improvement Fee Simple Title holder (if other than owner) Name Address....... ....11 // Contractor y l C�.L...tq ....... L. Address- ' � (r A S ...!/✓V I'1--/o/u a. 5 2 /s)dt.1 Surety (if any) .. ...._..�� Address.... �. ........ ........... _ �. Amount of bond S Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name • Address In addition to himself, owner designates the following person'to receive a copy of the lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's o on). Name Address ~� TINS *PACO RON NOCORD[R'e USE ONLY " Sworn n t_o.and subscribed before m• l �'I deyof..,..,.... „ �..�, / a •�........ti OFFICIAL ' .L Nor ,... »....» A��t+ NANCY A. BE TLEY ... Notary Public _ MyCommisaionExpires. a OFFICIAL-SEA • IH ' Feb. 8, 1997 NANCY A. BENTLEY l' Wit :• Comm. No. CC 257975 �' ), My Commission Expires. •'••,''•• 's Feb. 8, 1997 ••• Comm. No. CC 257975 LAWRENCE E. BENNETT , CIVIL ENGINEER & DEVELOPMENT CONSULTANT s , i P. O. BOX 4368 191993 SOUTH DAYTONA, FL 32121-4368 TELEPHONE 904/253-9960 Bui,C 1y�� and Lonin„ TO WHOM IT MAY 'CONCERN This letter is to certify that these span and height tables have been prepared in ' accordance with the writers interpretation of the building codes referred to in the following pages . Structured sized with this manual are designed to withstand wind velocity loads , walkon live loads , and/or loads as listed. Span and height tables of this manual are reproduced in reduced form on the drawings that corresponds to the type' of structure the spans or heights are for. This booklet is for ease of reading and does not require signature on every page ` to comply with Florida statutes governing Professional Engineers. Su�h booklets as this may be certified using a certification ' a'e containing a table contents . on the certification page. CER FIEI) JULY 5, 1992 BY: LA • .NCB E. BENNETT, P. E. Fl # 16644 ; Ga 4 9536; Ky # 17050 TABLE OF CONTENTS STRUCTURE TYPE PAGE # DESCRIPTION ALL TYPES 1 & 2. Design theory & various load conditions POOL/SCREEN ENCLOSURES 3. Snow Load conversion to wind load table 4. & 4a. Roof beam spans 5. & 5a. Wall upright heights , min. # screws for beam to upright & splice connection GLASS ROOMS 6. Glass room roof pan span 7. Composite panel roof spans 8. Screen, glass , & vinyl room upright heights 9. " " " " front wall beam span SCREEN/VINYL ROOMS & CARPORTS 10. Roof pan spans 11 . Roof pan & composite panel spans 12 . Roof beam spans • " 13. Roof beam spans & Thru bolt schedule 14. Post & isolated footing details MISCELLANEOUS 15 . Post capacities of aluminum post used as support for conventional framed house beam for porch 16. Roofover pan spans i i • • • 93 00021 Civil Engineering, Land Planning, Environmental Engineering, Feasibility Studies ALUMINUM STRUCTURES SIZING MANUAL by LAWRENCE E. BENNETT, P. E. CIVIL ENGINEER & DEVELOPMENT CONSUTLANT P. 0. BOX 4368 SOUTH DAYTONA, FL 32121 1 (904) 253-9960 FAX # 1 (904) 255-6049 1 . ENGINEERING PRINCIPLES AND ASSUMPTIONS This manual was prepared to select the various structural component parts of Aluminum Speciality Structures . The manual is applicable to any building code that has the same wind load and/or dead load plus live load as the Standard Building Code 1992 edition. The following is the designers interpretation of said code . All values assume a mean roof height of 0- 25 ' . TABLE 1 WIND VELOCITY WIND LOAD IN #/SF 95 MPH 19 #/SF 100 MPH 21 #/SF 110 MPH 25 #/SF 120 MPH 29 #/SF Unless local codes require a specific wind velocity load, this designer selects a wind load of 110 MPH for the coastal areas of North & Central Florida South to Lake Okeechobee and 25 miles inland. For the inland areas perviously described, a 95 MPH wind load is selected. For the area from Lake Okeechobee South a wind velocity load of 120 MPH is selected. All tables furnished are for extrusions most common to this area and available to contractors and suppliers . The aluminum alloy that all suppliers and contractors should specify when ordering is shown in the applicable tables . If your area building department allows 95 MPH design then multiply the span of the 100 MPH wind load by 1 . 06 to obtain the 95 MPH span. Wind loads for screened surfaces are the same for all wind conditions . 1 DESIGN LOAD REQUIREMENTS FROM TABLE 1205. 2B SBC 1991 Load case I . Roof slope 10< a < 30 (Minus coefficients = Uplift load) ENCLOSED BUILDINGS ' WALLS ROOFS WALLS ROOFS +0. 7 -0. 8 +0. 8 -1 . 0 +1 . 1 -1 . 0 +0. 7 -0. 75 PARTIALLY ENCLOSED BUILDING , +0. 3 -1 . 8 -0. 9 -1 . 4 -1 . k -1 . 4 -1 . 1 -1 . 2 COMPLETELY OPEN BUILDING N/A -0. 7 N/A -0. 7 N/A -0. 7 N/A -0.7 The below listed loads reflect the worst case load condition for the coefficients listed above. Table 2. DESIGN LIVE WIND VELOCITY LOADS STRUCTURE TYPE VELOCITY (MPH) LOAD` IN #/SF 1 . SCREEN/VINYL ROOF ALL +/- 7 2. SCREEN/VINYL WALLS ALL +/- 13 3. GLASS ROOMS (ENCLOSED) SOLID ROOF SOILD WALLS 95 -27/+19 -13/+15 100 -29/+21 -15/+17 110 -35/+29 -18/+20 120 -41/+33 -20/+23 4. SCREEN/VINYL ROOMS AND ATTACHED/FREESTANDING CARPORTS A. SOLID ROOF 95 • -13 N/A 100 -15 N/A 110 -18 N/A 120 -21 N/A 5 . All calculations for beams and upright assumes a rigid connections at the point the two members are joined as well as splices . For connection details see corresponding drawings . 6 . When converting a Screen Room to a Glass Room the adequacy of the roof member must be checked against the appropriate Glass Room roof table. For Screen Rooms that are to be converted later it is recommended that the Glass Room roof tables be used initially. 2 TYPICAL CALCULATIONS FOR SPANS Mean Roof Height 0 - 25 Feet Load Conditions Extrusions: 2'X4'X0.44' Roof Walls Properties: 6063T-6 As0.83 in.' w/ Knee Brace w/ Knee Bracp S*1.10 In.' W W Wr0.98 lbs./l.f. ■■■■■■■■ a ' \ ; - na 1. - l=Span • � a Fb=15,000 p.s.i. • • • .- - . Example: Roof @ Roof at 4' screen. w/o Knee Brace ' w/o Knee Brace Panel Spacing. Moment Diagrams W=Windload x Spacing. + Beam Weight w/ Knee Brace w/ Knee Brace _\ /. a • ■ r 4 W=s7x4'+0.98=28.98 w/o Knee Brace silo Knee Brace Find 1 Max. Mmax=MallzW12/12'sFbS Mmax @ Edge Mmax @ Top 12'xFb x S 16,500 W12/12 W12/12 `_` 12W _ W -Mall=FbS Mall=FbS 1=23'-10' NOTE For knee brace, add length a x 2 to beams and length a to column or uprights. 3 TABLE 1: MAXIMUM SPANS FOR POOL ROOF MEMBERS ALUMINUM 6063 T-6 ALLOY USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L" WIDTH "W" = 3' 4' 5' 6' 7' EXTRUSIONS 8' 9' 1"x2"x0.044" 9'- 4" 8'- 1" 7'- 3" 6'- 7" 6'- 1" 5'- 9" 5'- 5" 2"x2"x0.O44" 12'- f*" 10'-10" 9'- 8" 8'-11" 8'- 2" 7'- 8" 7'- 1" 2"x2"x0.05" 13'- 6" 11'- 9" 10'- 7" 9'- 8" 9'- 0" 8'- 5" 7'-11" • 2"x2"x0.05" OR 2"x3"X0.093" 16'-11" 14'- 9" 13'- 3" 12'- 2" 11'- 3" 10'- 7" 10'- 0" SELF MATING BEAMS 2"x4"x0.044"x0.12" 27'- 4" 23'-10" 21'- 4" 19'- 7" 18'- 2" 17'- 0" 16'- 0" 2"x5"x0.05x0.12" 33'- 6" 29'- 9" 27'-11" 25'- 1" 23'- 7" 22'- 5" 21'- 5" 2"x6"x0.05x0.12" 37'- 6" 32'- 6" 29'- 9" 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2"x7"x0.05x0.12" 40'- 9" 35'-11" 32'- 3" 29'- 7" 27'- 5" 26'- 1" 24'- 3" 2"x8"x0.07x0.22" 55'- 3" 48'- 0" 43'- 3" 39'- 9" 36'- 1" 35'- 4" 34'- 8" 2"x9"x0.07x0.22" 59'-10" 51'-10" 46'- 9" 42'-11" 39'-11" 37'- 6" 35'- 5" 2"x9"x0.07x0.31" 66'- 5" 58'- 2" 52'- 4" 48'- 0" 44'- 7" 41'-10" 40'- 1" SNAP EXTRUSIONS 2"x2"x0.044" 14'- 0" 12'- 3" 10'-11" 10'- 0" 9'- 2" 8'- 8" 8'- 2" 2 x3 x0.045 18'- 5" 16'- 1" 14'- 5" 13'- 2" 12'- 3" 11'- 5" 10'-10" 2"x4"x0.045" 23'- 2" 20 '- 0" 18'- 1" 16'- 6" 15'- 3" 14'- 4" 13'- 6" 2"x6"x0.064" 37'- 2" 32'-10" 29'- 6" 27'- 0" 25'- 1" 23'- 6" 22'- 2" 2"x7"x0.078" 43'- 2" 37'- 9" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 25'- 8" DOES NOT INCLUDE LENGHT OF KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE SPANS FOR TOTAL SPAN. 4 TABLE la: MAXIMUM HEIGHTS FOR POOL WALL MEMBERS ALUMINUM 6063 T-6 ALLOY FOR AREAS SUBJECT TO ICE AND WIND LOADS. SUGGESTED FOR AREAS NORTH OF THE LATITUDE OF JACKSONVILLE, FL. USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L" WIDTH "W" = 3' 4' 5' 6' 7' 8' 9' EXTRUSIONS 1"x2"x0.044" 6'- 2" 5'- 3" 4'-10" 4'- 5" 4'- 1" 3'- 7" 3'- 4" 2"x2"x0.044" 8'- 3" 7'- 3" 6'- 5" 5'-11" 5'- 6" 6'- 1" 4'-10" 2"x3"x0.05" OR 2"x2"X0.093" 11'- 7" 10'- 1" 9'- 0" 8'- 3" 7'- 8" 7'- 2" 6'- 9" SELF MATING BEAMS 2"x4"x0.044"x0.12" 18'- 6" 16'- 1" 14'- 6" 13'- 3" 12'- 3" 11'- 6" 10'-11" 2"x5"x0.05x0.12" 22'-11" 19'- 1" 17'- 1" 15'- 8" 14'- 6" 13'- 7" 12'- 9" 2"x6"x0.05x0.12" 25'- 9" 22'- 5" 20'- 0" 18'- 4" 17'- 0" 15'-11" 15'- 1" 2"x7"x0.05x0.12" 28'- 3" 24'- 7" 22'- 0" 20'- 7" 18'- 8" 17'- 6" 16'- 6" 2"x8"x0.07x0.22" 38'- 2" 33'- 3" 29'-11" 27'- 4" 25'- 4" 23'- 9" 22'- 5" 2"x9"x0.07x0.22" 41'- 5" 36'- 1" 32'- 5" 29'- 7" 27'- 6" 25'- 9" 24'- 3" 2"x9"x0.07x0.22" 45'-11" 40'- 0" 35'- 5" 32'-11" 30'- 6" 28'- 6" 28'- 6" SNAP EXTRUSIONS 2"x2"x0.044" 9'- 6" 8'- 3" 7'- 5" 6'- 9" 6'- 3" 5'-11" 5'- 6" 2"x3"x0.045" 12'- 6" 10'-10" 9'- 9" 8'-11" 8'- 3" 7'- 9" 7'- 3" 2"x4"x0.045" 17'- 8" 15'- 4" 13'- 9" 12'- 7" 11'- 8" 10'-11" 10'- 4" 2"x6"x0.064" 25'- 8" 22'- 5" 20'- 1" 18'- 4" 17'- 0" 15'-11" 15'- 5" 2"x7"x0.078" 29'-1.4 " 26'- 0" 23'- 4" 21'- 4" 19'- 9" 18'- 6" 17'- 9" DOES NOT INCLUDE LENGHT OF KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO ABOVE HEIGHTS FOR TOTAL SPAN. 4 .a TABLE 2: MAXIMUM HEIGHTS FOR POOL WALL MEMBERS ALUMINUM 6063 T-6 ALLOY USING SCREEN PANEL WIDTH "W" FROM DRAWING SELECT SPAN "L" ON DRAWING MAXIMUM SPAN "L" WIDTH "W" = 3' 4' 5' 6' 7' 8' 9' EXTRUSIONS 1"x2"x0.044" 6'-10" 5'-11" 5'- 4" 4'-10" 4'- 6" 4'- 2" 3'-11" 2"x2"x0.044" 9'- 2" 7'-11" 7'- 1" 6'- 6" 6'- 0" 5'- 7" 5'- 3" 2"x3"x0.05" OR 2"x2"X0.093" 12'-10" 11'- 1" 9'-11" 9'- 1" 8'- 5" 7'-10" 7'- 5" SELF MATING BEAMS 2"x4"x0.044"x0.12" 20'- 6" 17'- 9" 15'-11" 14'- 6" 13'- 5" 12'- 6" 11'-10" 2"x5"x0.05x0.12" 25'- 2" 20'-10" 18'-10" 17'- 6" 16'- 4" 14'- 5" 13'- 9" 2"x6"x0.05x0.12" 28'- 6" 24'- 8" 22'- 1" 20'- 2" 18'- 8" 17'- 5" 16'- 5" 2"x7"x0.05x0.12" 31'- 2" 27'- 1" 24'- 3" 22'- 1" 20'- 6" 19'- 2" 18'- 1" 2"x8"x0.07x0.22" 42'- 5" 36'- 8" 32'- 1" 30'- 0" 27'- 9" 25'-11" 24'- 5" 2"x9"x0.07x0.22" 45'-11" 39'-10" 35'- 7" 32'- 6" 30'-11" 28'- 2" 26'- 6" 2"x9"x0.07x0.22" 51'- 0" 44'- 2" 39'- 6" 36'- 0" 33'- 4" 31'- 3" 29'- 5" SNAP EXTRUSIONS 2"x2"x0.044" 10'- 6" 9'- 1" 8'- 2" 7'- 5" 6'-10" 6'- 5" 6'- 1" 2"x3"x0.045" 13'-10" 12'- 0" 10'- 8" 9'- 7" 9'- 0" 8'- 5" 8'- 0" 2"x4"x0.045" 17'- 5" 15'- 1" 13'- 6" 12'- 3" 11'- 4" 10'- 8" 10'- 0" 2"x6"x0.064" 28'- 6" 24'- 8" 22'- 1" 20'- 2" 18'- 8" 17'- 5" 16'- 5" 2"x7"x0.078" 33'- 1" 28'- 8" 25'- 8" 23'- 5" 21'- 8" 20'- 3" 19'- 1" DOES NOT INCLUDE LENGTH OF KNEE BRACE. ADD VERTICAL LENGTH OF KNEE BRACE TO ABOVE HEIGHTS FOR TOTAL HEIGHT. r 5 TABLE 3: MINIMUM # SCREWS FOR CONNECTING BEAMS TO UPRIGHTS ALUMINUM 6063 ALLOY T-6 BEAM SIZE MIN. UPRIGHT SIZE MIN. # SIZE OF SCREWS REQ'D" 2"x 3" 2"x 3" 4 # 10 x 1/2" DOUBLE SHEAR 2"x 4" 2"x 3" 5 # 10 x 1/2" DOUBLE SHEAR 2"x 5" 2"x 3" 6 # 10 x 1/2" DOUBLE SHEAR 2"x 6" 2"x 4" 8 # 10 x 1/2" DOUBLE SHEAR 2"x 7" 2"x 4" 12 # 10 x 1/2" DOUBLE SHEAR 2"x 8" 2"x 4" 14 # 10 x 1/2" DOUBLE SHEAR 2"x 9" 2"x 5" 16 # 10 x 1/2" DOUBLE SHEAR * REFERS TO BOTH SIDES OF THE CONNECTION OF THE BEAM & UPRIGHT TABLE 4: MINIMUM SIZES FOR POOL ENCLOSURE KNEE BRACES AND ANCHORING REQ'D ALUMINUM 6063 T-6 ALLOY BRACE L. EXTRUSION ANCHOR SYSTEM 0'- 2'- 6" 2"x 2"X 0.044" 2" H-CHANNEL W/ 3# 10/ 1/2" EA. SIDE TO- 3'- 6" 2"x 3"X 0.050" 2" H-CHANNEL W/ 3# 10/ 1/2" EA. SIDE TO- 4'- 6" 2"x 4"X 0.044" x 0.12" NOTCH SMB OVER BEAM & UPRIGHT. SEE TABLE 3 FOR #/& SIZE OF SCREWS TO- 5'- 6" 2"x 6"X 0.044" x 0.12" NOTCH SMB OVER BEAM & UPRIGHT. SEE TABLE 3 FOR #/& SIZE OF SCREWS 5.a ATTACHED CARPORTS FREESTANDING CARPORTS SCREEN & VINYL ROOMS TABLE 1 . MAX. ROOF SPANS FOR GLASS ROOMS (PANS) ALUMININUM INDUSTRY STANDARDS 3105-H14i H-25 PAN SIZE ROOM SPAN = "W" AS SHOWN ON DRAWINGS • 3 . 0"X 12"X 0. 026 NO 0. H 1 ' 0. H. 2' 0. H. 100 MPH W. LOAD 11 '- 3" 11 '- 5" 11 ' - 11" 110 MPH W. LOAD 10 '- 3" 10'- 5" 11 '- 0" 120 MPH W. LOAD 9 ' - 5" 9'- 8" 10'- 3" 3 . 0"X 12"X 0. 032 100 MPH W. LOAD 12 ' - 6" 12'- 9" 13'- 2" 110 MPH W. LOAD 11 ' - 5" 11 '- 7" 12'- 1" 120 MPH W. LOAD 10 ' - 7" 10'- 9" 11 '- 3" 3 . 0"X 12"X 0. 036 100 MPH W. LOAD 12 ' - 11" 13 ' - 1" 13 ' - 6" 110 MPH W. LOAD 11 ' - 9" 11 '- 11" 12'- 5" 120 MPH W. LOAD 10 ' - 10" 11 '- 0" 11 '- 7" 3 . 0"X 12"X 0. 040 100 MPH W. LOAD 14 ' - 5" 14 ' - 7" 14 ' - 11" 110 MPH W. LOAD 13' - ' 1" 13'- 3" 13' - 9" 120 MPH W. LOAD 12 ' - . 1" 12'- 3" 12 '- 9" ALUMININUM ALLOY H-38 OR EQUAL YIELD MIN 28.000 PSI --------- --- --- -- - - - P_AN_ SIZE ROOM SPAN = "W" AS SHOWN OR DRAWINGS * 3. 0"X 12"X 0. 026 ---- - -- 100 MPH W. LOAD 13 ' - 6" 13'- 8" 14 '- 1" 110 MPH W. LOAD 12 ' - 3" 12'- 5" 12 '- 11" 120 MPH W. LOAD 11 ' - 4" 11 '- 5" 12 ' - 0" 3. 0"X 12"X 0. 032 100 MPH W. LOAD 15 ' - 1" 15 '- 3" 15 '- 7" 110 MPH W. LOAD 13 ' - 9" 13'- 10" 14 ' - 4" 120 MPH W. LOAD 12 ' - 8" 12'- 10" 13 '- 4" 3. 0"X 12"X 0.036 100 MPH W. LOAD 15 ' - 6" 15 '- 7" 16 '- 0" 110 MPH W. LOAD 14 ' - 1" 14 '- 3" 14 '- 8" 120 MPH W. LOAD 13 ' - 0" 13'- 2" 13 '- 7" 3 . 0"X 12"X 0. 040 100 MPH W. LOAD 17 ' - 4" 17 ' - 5" 17 ' - 9" 110 MPH W. LOAD 15 ' - 9" 15 ' - 11" 16 ' - 3" 120 MPH W. LOAD 14 ' - 7" 14'- 9" 15 ' - 1" ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT # 41_9181_898 PAN SIZE ROOM SPAN = "W" AS SHOWN ON DRAWINGS " 2. 5"X 12"X 0. 022 NO 0. H. H 1 ' 0. H. 2 ' 0. _H. 100 MPH W. LOAD 13 ' - 8" 14 '- 0" 14 ' - 5" 110 MPH W. LOAD 12 ' - 7" 12 '- 10" 13 '- 3" 120 MPH W. LOAD 11 ' - 8" 11 '- 10" 12 ' - 4" 2 . 5"X 12"X 0. 028 100 MPH W. LOAD 15 ' - 9" 15 ' - 10" 16 ' - 3" 110 MPH W. LOAD 14 ' - 4" 14'- 6" 14 '- 10" 120 MPH W. LOAD 13 ' - 3" 13 ' - 4" 13 '- 10" 2 . 5"X 12"X 0. 030 100 MPH W. LOAD 16 ' - 6" 16 '- 7" 16' - 11" 110 MPH W. LOAD 15 ' - 0" 15 '- 2" 15 '- 6" 120 MPH W. LOAD 13 ' - 11" 14 '- 0" 14 ' - 5" 2 . 5"X 12"X 0. 036 100 MPH W. LOAD 17 ' - 9" 17 '- 10" 18' - 2" 110 MPH W. LOAD 16 ' - 8" 16 '- 3" 16'- 7" 120 MPH W. LOAD 14 ' - 11" 15 '- 0" 15 ' - 5" * TOTAL ROOM WIDTH = "W" FROM TABLE 2 OR 3 + LENGHTS OF 0. H. 6 TABLE 2 : MAXIMUM SPANS FOR ALUMINUM COMPOSITE ROOF PANELS INDUSTRY STANDARD PANEL W/ALUMINUM SHEATHING 3105-H14/H-25 ALLOY 1 . 0 # EPS CORE DENSITY GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 3"x 0. 024" 100 MPH W. L. 11 '- 5" 11 '- 7" - - 12 '- 1" 12%_ 8" 110 MPH W. L. 10 '- 5" 10'- 7•• 11 '- 1 " 11 '- 8" 120 MPH W. L. 9 '- 7" 9 '- 10.. 3"x 0. 032" 10 '- 5" 11 '- 0" 100 MPH W. L. 12 '- 4" 12 '- 6" 13'- 0" 13 '- 7" 110 MPH W. L. 11 ' - 3" - 11 '- 5"MPH W. L. _ .. 11 '- 11" 12 '- 6" 10'- 5" 10 '- 7.. 4"x 0. 024" 11 '- 1" 11 '- 8.' 100 MPH W. L. ---- 12 '- 4" 12 '- 6" 13 '- 0" 13 '- 7" 110 MPH W. L. 11 '- 1" 11 '- 4., 11 '- 10" 12 '- 5.. 120 MPH W. L. 10' - 3" 10 '- 6.. 11 '- 1" 11 '- g" 4"x 0, 032" 100 MPH W. L.---- 14 '- 1" 14 '---3" --- 14'- 8" 15 '- 3" 110 MPH W. L. 12'- 10" 13 '- 1.. 13'- 5" 14 '- 0" 120 MPH W. L. 11 '- 10" 12 '- 0.. 12'- 6" 13 '- 1.. MAXIMUM SPANS FOR ALUMINUM COMPOSITE ROOF PANELS MANUFACTURED STRUCTURAL PANELS , INC W/ALUMINUM SHEATHING 3105-H14/H-25 ALLOY 1 . 0 # EPS CORE DENSITY GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 3"x 0. 019" 100 MPH W. L. 11 '- 6" 11 '- 8" 110 MPH W. L. 12'- 2" 13 '- 0" 10'- 1 " 10'- 3., 10'- 10" 11 '- 9" 120 MPH W. L. 9'- 4" 9'- 6.. 3"x 0. 024" 10 '- 2" 11 '- 1" 100 MPH W. L. 13'- 10" 14 '_ 0" 14 '- 5" 15 '- 1" 110 MPH W. L. 12 '- 1" 12 '- 4.. 12'- 9" 13 '- 6.. 120 MPH W. L. 11 '- 2" 11 '- 5" 3"x 0. 032" 11 '- 11" 12'- 8" 100 MPH W. L. 15 '- 5" 15 '- 7" 15 '- 11" 16'- 7" 110 MPH W. L. 13 '- 6" 13 '- 8" 14 '- 1" 14 ' - 10" 120 MPH W. L. 12'- 6" 12 '- 8" 13'- 0" 13'- 10" NOTE: TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG NOTE: FOR DEAD + LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 1 . 20 #/SF USE 100 MPH W. L. TABLES . 2 . 30 #/SF USE 110 MPH W. L. TABLES. 7 GLASS ROOMS TABLE 3: MAXIMUM HEIGHTS FOR SCREEN OR GLASS ROOM UPRIGHTS ALUMINUM 6063 T-6 ALLOY6 USING SCREEN PANEL WIDTH "W' FROM DRAWING SELECT SPAN 'H" SHOWN ON DRAWING MAXIMUM SPAN "H" WIDTH "W" = 26_1 48" 5.4.11 6121 66" 72' 78' EXTRUSIONS 1"x 2'x 0.044" 6'-10" 6'- 4' 5'-11" 5'- 6' 5'- 4" 5'- 1" 4 '-10" 4 '- 7' 1'x 2"x 0.060" 8'- 3" 7'- 7' 7'- 1" 6'- 9" 6'- 4" 6'- 1" 5'-10" 5'- 7" 2"x 2"x 0.044" 9'- 2" 8'- 6" 7'-11" 7'- 6" 7'- 1' 6'- 9" 2'x 1"x 0.050" 10'- 2" 9'- 5" 8'-10" 8'- 2' 7'-11' 7'- 6" 7'- 2" 6'-11 ' 2"x 2'x 0.093" 12'-10" 11 '-10' 11 '- 1" 10'- 6" 9'-11" 9'- 6" 9'- 1 " 8'- 8' 3'x 2"x 0.050' 10'- 8" 9'-11' 9'- 3" 8'- 9" 8'- 3" 7'-11" 7'- 6" 7'- 3' 2'x 3'x 0.050" 12'-10' 11 '-11' 11 '- 1' 10'- 6' 9'-ll' 9'- 6" 9'- 1" 8'- 9" 2"x 3"x 0.070' 13'- 8' 12'- 8' 11 '-10' 11 '- 2' 10'- 6' 10'- 1' 9'- 8' 9'- 3' * DENOTES THE MAXIMUM SPAN THE EXTRUSION WILL SPAN WITH OUT ANCHORS. I RECOMMEND WALL ANCHORS NO LESS THAN 2' O.C. AND ANCHORS INTO CONCRETE DECK WITHIN 6' EACH SIDE OF UPRIGHTS AND AT 2' 0.C. MINIMUM. NOTES: 1 . GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND THE STRUCTURAL SUPPORT ADDED TO THE UPRIGHT BY WINDOW AND DOOR FRAMES ALLOWS GLASS ROOMS TO BE FRAMED USING MINIMUM UPRIGHT AND WINDOW BOTTOM SUPPORT OR 2"X 2"X 0.04' EXTRUSION FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRESPONDING DRAWINGS AND RELATED TABLES. ADDITIONAL 2'X 2" X0.04' STUBS SHALL BE ADDED UNDER THE WINDOW SUPPORT RAIL. 2. VINYL ROOMS: THE SAME STRUCTURAL LOADING AS SCREEN ROOMS APPLIES. LIKE SCREEN THE VINYL WILL BLOW OUT AT WIND VELOCITY OF 65 TO 70 MPH. 8 TABLE 4 : MAX. FRONT WALL BEAM SPANS SCREEN & GLASS ROOMS 6063 T-6 ALLOY -- --- -FOR SPAN = L ON DRAWING USE LARGER OF: "A" = W/2+ OVERHANG OR "W/2" BEAM SIZE EXAMPLE: FOR "A"= 5 ' + 1 ' = 6 ' GO TO 6 ' WIDTH "A" WIDTH "A" 100 MPH W. LOAD 110 MPH W. LOAD 120 MPH W. LOAD* --- --- -- ---- --- 2"x 2"x0. 044" EXT --- -- ---- 5 ' 6 '- 7" 6 ' - 0" 5 ' - 7" 6 ' EXAMPLE: L = 6 ' - 0" 5 ' - 6" 5 ' - 5" 7 ' 5 ' - 7" 5 '_ 1" 4, 8, 8 ' 5 ' - 2" 4 ' - 9" 4 ' - 5" 9 ' 4 '- 11" 4 ' - 6" 4 ' - 2" 10 ' 4 '- 8" 4 ' - 3" 3 ' - 11" 2"x 2"x0. 050" EXT 5 ' 7 '- 4" 6 ' - 8" 6 ' - 2" 6 ' 6 ' - 8" 6 ' - 1" 5 ' - 8" 7 ' 6 '- 2" 5 ' - 8" 5 ,_ 3" • 8 ' 5 '- 9" 5 '- 3" 4 '- 10" 9 ' 5 '- 5" 5 ' - 0" 4 ' - 7" 10 ' 5 '- 2" 4 ' - 8" 4 '- 4" 2"x 2"x 0. 093" OR 2"x 2"x 0. 050" EXT 5 ' 9 ' - 3" 8'- 5" 8 '- 0" 6 ' 8 '- 5" 7'- 8" 7 ' - 3" 7 ' 7 '- 10" 7'- 1" 6'- 9" 8 ' 7 '- 3" 6 ' - 8" 6 '- 4" 9 ' 6'- 11" 6 ' - 3" 5 ' - 11" 10 ' 6 '- 6" 5 ' - 11" 5 '- 8" 3"x 2"x 0. 050" EXT 5 ' 7 ' - 9„ 7 ' - 0... 6 ' - 6” 6 ' 7 '- 0" 6 '- 5" 5 ' - 11" 7 ' 6 '- 6" 5 '- 11" 5 '- 6" 8 ' 6 '- 1 " 5 '- 7" 5 '- 2" 9 ' 5 '- 9" 5 ' - 3" 4 '- 10" 10 ' 5 '- 5" 5 '- 0" 4 ' - 6" 3"x 2"x 0. 070" EXT 5 ' -- 9'- 10" 9 '- 0" 8 ' - 4" 6 ' 9 '- 0" 8'- 3" 7 '- 7" 7 ' 8 '- 4" 7 ' - 7" 7 '- 0" 8 ' 7'- 9" 7 '- 1" 6 ' - 5" 9 ' 7 '- 4" 6'- 8" 6 ' - 2" 10 ' 7 '- 0" 6 '- 4" 5 ' - 11" 2"x 3"x 0. 050" TILT BEAM 5 ' ---9'_ 3"- 8 ' - 5" 7 ' - 10" 6 ' 8 '- 5" 7 '- 8" 7'- 1" 7 ' 7 '- 10" 7 ' - 1" 6 '- 7" 8 ' 7 '- 3" 6 '- 8" 6 ' - 2" 9 ' 6'- 10" 6 ' - 3" 5 ' - 10" 10' 6'- 6" 5 ' - 11" 5 ' - 6" 2"x 4"x 0. 050" TILT BEAM 5 ' 1 '= 1" 10' - 3" 9 '_ 6" 6 ' 10'- 3" 9 ' - 5" 8 ' - 8" 7 ' 9'- 6" 8 ' - 8" 8 ' - 0" 8 ' 8 '- 11" 8'- 1" 7 '- 6" 9 ' 8 '- 5" 7'- 8" 7 '- 1" 10 ' 8'- 0" 7' - 3" 6 ' - 9" `. 120 MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR WALKON ROOF USE THIS COLUMN FOR SELECTION OF BEAM FOR WALK ON ROOF. 9 TABLE 1 : MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS OPEN BUILDING SPAN USE "A" = AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED ALUMININUM INDUSTRY STANDARDS 3105-HH14 OR H25 3. 0"X 12"X 0.026 NO 0. H. 1 ' O. H. 2' O. H. 3' 0. H 4 ' 0. H. 100 MPH W. LOAD 14'- 3" 14 '- 7" 14 '- 10" 15 '- 7" 16 '- 3" 110 MPH W. LOAD 12'- 11" 13 '- 1" 13'- 6" 14 '- 2" 16 '- 1" 120 MPH W. LOAD 12 '- 3" 12 '- 4" 12'- 10" 13 '- 6" 14 '- 11" 3_0"X 12"X 0. 032 100 MPH W. LOAD 16'- 2" 16'- 4" 16'- 8" 17'- 3" 18 '- 1" 110 MPH W. LOAD 14'- 10" 14 '- 11" 15'- 4" 15 '- 11" 16'- 10" 120 MPH W. LOAD 14'- 0" 14 '- 2" 14'- 7" 14'- 10" 16 '- 2" 3. 0"X 12"X 0. 036 ' 100 MPH W. LOAD 17 '- 7" 17 '- 8" 18'- 0" 18'- 7" 19'- 3" 110 MPH W. LOAD 16'- 0" 16'- 2" 16'- 6" 17'- 1" 17'- 11" 120 MPH W. LOAD 15'- 2" 15'- 4" 15'- 8" 16'- 4" 17 '- 2" 3. 0"X 12"X 0.040 100 MPH W. LOAD 19'- 10" 19'- 11" 20'- 2" 20'- 8" 21 '- 4" , 110 MPH W. LOAD 18'- 1" 18 '- 2" 18'- 6" 19'- 0" 19'- 9" 120 MPH W. LOAD 17'- 2" 171- 3" 17'- 7" 18'- 2" 18'- 11" "W" PANELS 12.5"X 2.5"X0.028" NO 0. H_, 1 ' 0. H. 2' 0. H. 3' O. H 4' 0. _H. 100 MPH W. LOAD 12'- 6" 12'- 8" 13'- 2" 13'- 11" 14'- 10" 110 MPH W. LOAD 11 '- 5" 11 '- 7" 12'- 1" 12'- 11" 13'- 11" 120 MPH W. LOAD 10'- 10" 11 '- 0" 11'- 7" 12'- 5" 13'- 6" 12.5"X 2_5"X0.034" 100 MPH W. LOAD 14'- 0" 14'- 1" 14'- 6" 15'- 2" 16'- 1" 110 MPH W. LOAD 12'- 9" 12'- 11" 13'- 4" 14'- 1" 15'- 0" 120 MPH W. LOAD 12'- 1" 12'- 1" 12'- 9" 13'- 6" 14'- 6" TABLE 1. CONTINUED ROYAL_ ALUMINUM SUPER-PAN PANELS 3105-H28 PAT # 4,918,898 PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIE 2. 5"X 12"X 0. 022 NO 0. H. 1 ' O. H. 2' 0. H. 3' 0. H 4' 0. _H 100 MPH W. LOAD 16'- 5" 16'- 6" 16'- 10" 17'- 4" 18'- 1 110 MPH W. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10" 16'- 6 120 MPH W. LOAD 13'- 11" 14'- 1" 14'- 5" 15 '- 0" 15 '- 11 2.5"X 12"X 0.028 100 MPH W. LOAD 18'- 11" . 19'- 0" 19'- 4" 19'- 9" 20'- 5 110 MPH W. LOAD 17'- 1" 17'- 2" 17'- 6" 18'- 0" 18'- 8 120 MPH W. LOAD 16'- 1" 16'- 3" 16'- 7" 17'- 1" 17 '- 10 2. 5"X 12"X 0.030 100 MPH W. LOAD 19'- 10 19'- 11" 20'- 2" 20'- 7" 21 '- 3 110 MPH W. LOAD 17'- 11 18'- 0" 18'- 3" 18'- 9" 19'- 5 120 MPH W. LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10" 18'- 6 2.5"X 12"X 0.036 100 MPH W. LOAD 21 '- 7" 21 '- 8" 21 '- 11" 22' - 4" 22'- 11 110 MPH W. LOAD 19'- 6" 19'- 8" 19'- 11" 20'- 4" 21 '- 0 120 MPH W. LOAD 18'- 5" 18'- 6" 18'- 10" 19'- 3" 19'- 11' "W" PANELS 12.5"X 2.5"X0.028" NO O. _H. 1 ' O. H. 2' O. H. 3' O. H 4' 0.' H, 100 MPH W. LOAD 17'- 4" 17'- 5" 17'- 9" 18'- 4" 19'- 1" 110 MPH W. LOAD 15'- 10" 15 '- 11" 16'- 2" 16'- 11" 17'- 8" 120 MPH W. LOAD 15'- 0" 15 '- 1" 15'- 6" 16'- 2" 17'- 0" 12.5"X 2.5"X0.034" 100 MPH W. LOAD 19'- 2" 19'- 3" 19'- 7" 20'- 1" - 20'- 9" 110 MPH W. LOAD 17'- 6" 17'- 7" 17'- 11" 18'- 6" 19'- 2" 120 MPH W. LOAD 16'- 7" 16 '- 8" 17'- 0" 17'- 7" 18'- 5" * ADD LENGHTS OF OVERHANGS TO "W" FOR TOTAL CARPORT WIDTH. NOTE: IF ROOM MAY BE FUTURE ENCLOSED WITH GLASS WINDOWS IN THE TURE IT IS RECOMM_END_E_D THAT THE ROOF PANS BE SELECTED FROM THE GLASS ROOM SPAN TABLES. 10 TABLE l.a: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CATPORIS OPEN BUILDING SPAN USE "A" - AS ShOWN OA DRAWINGS READ SPAN LELOW FAN SIZE • MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED ALliMININUM ALLOY 31057.438 0.A4 Nu m. MIN YIELD 301000 PSI .w__.__._._._ 100 Tic'HFV. LOAD 13' - 9" 10'- 11" 13 '- 3" 19 '- 9" 20'- 5" 1.10 N?H W. LOAD 17 '- 2" 17 '- 3" 17 ' - 7" 10 '- 2" 113'- 11" 12C ..71 W. LOAD 16'- 5" 16 '- 5" 16'- 9" 17 '- 4" 10'- 1" 3. 0"X 12"X 0. 03;" _ ._ — 1� _ �- 10" - a'- 511 10 0 MPH W. LOAD �21 '- U 21 - 1" 21 -�3 2 1 1 110 MPH W. LO ..D 19 '- 2" 15 '- 3" 19 '- 7" 20'- 1" 20'- 9" 120 Pti?H W. LOAD 16 '- 2" 18'- 3" 16 '- 7" 19'- 2" 17'- 10" 3. 0"X 12"X 0.035" ___ IOU MPH W. LOA71 21 '- 7" 21 '- 6" - 21 '- 1i " 22'- 4" 23'- 0" 1.1.0 MPH W. LOAD 19'- U" 19 '- 10" 213'-- 1" 23'- 7" 21 '- 3" 120 MPH W. LC-D 18 '- 8" 16' - 9" 151 '- 1" 19'- 7" 20'- . 4" 3. 0"X 13"fit 0 Ogg )" 100 MPH W. LOAD 24 '- 24'- 2" 24 '- 6" 24 '- 13" 25 '- 4" 110 t PH W. LOAD 22 '- 0" 22 '- 1" 22 '- 4" 22 '- 9" 23 '- 5" 120 MPH W. LOAD . 20'•- 10" 20'- 11" 21 '- 3" 21 '- 6" ..2 '-- 4" "tie Piii;ELS 12. 5"X 2.'S"JlJ. O23" NO 0. Ti. --1 '- O. H. 2 ' O. v. 3' 0. 11 4 ' O. H. 100 MPH W. LOAD 15'- 3" 15'-'- 4" 15 '- 9:' 1&'-- 6" 17' 2" 110 MPH W. 1.CAll 13'- 11 " 14 '- 0" 14 '- 5" 15 *- 2" l6'- 0" 120 KPH W. LOAD 13 '- 2" 13 '- 4" 13'-- 9" 14 '-• 6" 15 '- 5" 12 5"X ? 5"X0 " 034 __ _ _ _ — 100 KPH W. LOAD - 1.7 ' - 0" 1'!'- 1" 17 '- 6 10 '- 0" 16'- 10" 110 MPH W. LOAD 15'- 6" 15 '- 8" 16'- 0" 16 '- 7" 17 '- 5" 120 MPH W. Z:O/.D 14 '- Li' 14 '- 10" 15'- 3" 15 '- 11" 16'- 9" TABLE 1.b: kLXIMUM SPARS FOR STRUCTURAL PANELS STI►.?+?D RD "`:h?ikP--N-L:)CK.: fiii.?h'i'UIHG 3105 H-14 or i1-25 alloy & 1.01 PPS DGtiSITY ',NAM inAn Cc:;DrTtcf Ent 0. )' 1 ' 0. 2_' 0. U. c. is_ 1 Attechas, Lk:ALI:a 1...+Vfur it.0:3 O'i1:1:i{ G:4 ,4 l.i:l—a_..c4.i -'-------:.r' ° _ " h.. � .1.i..1-0 i..'f1 .L J S" is.J _ '7 in' - w 1 ;'- too 110 MN! W. L. 14'- 1" l.'s'- .:5" 14'- U" 15'- 4" 11.0 lint W. L. is'- T - '- '" " • " 1t;aj '/71i I4. 1.. ...: TABLE 2 : MAX. ROOF BEAM SPANS FOR ALL CARPORTS 6063 T-6 ALLOY BEAM SIZE FOR SPAN = L ON DRAWING USE "A" = W + 0.H. OR "W" 2"x 3"x0. 05" TILT BEAM EXAMPLE: "A"= 7 ' + 2 ' = 9 ' SEE 9' WIDTH "A" WIDTH "A" WALK ON R. /120 MPH W. L. 100 MPH W. L. 110 MPH W. L. 5 ' 8 '- 0" 9 '- 3" 8 '- 5" 6 ' 7'- 4" 8 ' - 5" 7'- 8" 7 ' 6 '- 9" 7'- 10" 7'- 1" 8 ' 6'- 4" 7 ' - 4" 6 '- 8" 9 ' EXAMPLE 5 '- 11" 6 ' - 10" 6'- 3" 10 ' 5 '- 8" 6 '- 6" 5 ' - 11" • 11 ' 5 '- 5" 6 '- 3" 5 '- 8" 12 ' 5 '- 2" - 5 '- 11" 5 '- 5" 2"x 4"x0. 050" TILT BEAM 5 ' 9'- 9" 11 '- 3" 10' - 3" 6 ' 8'- 11" 10 ' - 3" 9 ' - 5" 7 ' 8'- 3" 9 ' - 6" 8 '- 8" 8 ' 7 '- 9" 8 '- 11" 8'- 2" 9 ' 7'- 3" 8 ' - 5" 7'- 8" 10 ' 6 '- 11" 8 '- 0" 7 '- 3" 11 ' 6 '- 7" 7'- 7" 6 '- 11" 12 ' 6'- 3" 7'- 3" 6 '- 8" 2"x 4"x x 0. 044"x 0. 120" S.M.B. 5 ' 12'- 10" 14 ' - 10" 13 '- 6" 6' 11 '- 8" 13'- 6" 12 '- 4" 7 ' 10'- 10" 12 ' - 6" 11 '- 5" 8 ' 10'- 1" 11 '- 8" 10 '- 8" 9 ' 9 '- 6" 11 '- 0" 10'- 1" 10 ' 9'- 0" 10'- 5" 9 '- 6" 11 ' 8'- 7" 10'- 0" 9'- 1" 12 ' 8'- 3" 9 '- 6" 8'- 8" 2"x 5"x 0. 050"x 0. 120" S.M.B. 5 ' 15 '- 2" 17 ' - 6" 16 '- 0" 6 ' 13 '- 10" 16 '- 0" 14 '- 7" 7 ' 12 '- 10" 14 '- 10" 13 '- 6" 8 ' 12 '- 0" 13'- 10" 12 '- 7" 9 ' 11 '- 3" 13 '- 0" 11 '- 11" 10 ' 10 '- 8" 12 '- 1" 11 '- 9" 11 ' 10 '- 3" 11 ' - 10" 10'- 9" 12 ' 9 '- 9" 11 '- 3" 10 '- 4" 2"x 6"x 0. 050"x 0. 120" S.M.B. 5 ' 17'- 10" 20 ' - 6" 18 '- 9" 6 ' 16'- 6" 18 ' - 9" 17 '- 1" 7 ' 15 '- 0" 17 '- 4" 15 '- 10" 8 ' 14 '- 1" 16 '- 3" 14 '- 10" 9 ' 13'- 3" 15 '- 4" 14 '- 0" 10 ' 12 '- 5" 14 '- 6" 13 '- 3" 11 ' 12 '- 0" 13' - 10" 12 ' - 8" 12 ' 11 '- 6" 13 ' - 3" 12 ' - 1" 12 TABLE 2 : CONTINUED 2"x 7"x 0. 050"x 0. 120" S.M.H. d 5 ' 19 '- 6" 22 ' - 6" 20 ' - 7" 6 ' 17 ' - 10" 20 ' - 7" 18 ' - 9" 7 ' 16 ' - 6" 19 ' - 1" 17 '- 5" 8 ' 15 '- 5" 17 '- 10" 16 '- 3" 9 ' 14 '- 6" 16 ' - 10" 15 '- 4" 10 ' 13 '- 9" 15 ' - 11" 14 ' - 6" 11 ' 13 '- 2" 15 ' - 2" 13 ' - 10" 12 ' 12 '- 7" 14 ' - 6" 13 '- 3" 2"x 8"x 0. 070"x 0. 224" S.M.B. - _-�5 ' 26 '- 5" 30 ' - 6" 27 ' - 11" 6 ' 24 '- 2" 27 ' - 11" 25 ' - 5" 7 ' 22 '- 4" 25 '- 10" 23 '- 7" 8 ' 20'- 11" 24 ' - 2" 22 ' - 0" 9 ' 19 '- 8" 22 ' - 9" 20 '- 9" 10 ' 18 '- 8" 21 ' - 7" 19 ' - 8" 11 ' 17 '- 10" 20 ' - 7" 18 ' - 9" 12 ' 17 '- 1" 19 '- 8" 18 ' - 0" 2"x 9"x 0. 070"x 0. 224" S .M.B. 5 ' 28'- 8" 33 ' - 1" 18 ' - 9"__-- 6 ' 26 '- 2" 30' - 3" 27 '- 7" 7 ' 24 '- 3" 28 '- 0" 25 ' - 7" 8' 22 '- a" 26 ' - 2" 23 '- 11" 9' 21 '- 4" 24 ' - 8" 22 '- 6" 10 ' 20 ' - 3" 23 '- 5" 21 '- 4" 11 ' 19'- 4" 22 '- 4" 20 '- 4" 12 ' 18 '- 6" 21 ' - 4" 19 ' - 6" NOTE: FOR SCREEN OR VINYL ROOM FRONT WALL BEAM SEE TABLE 4 OF PREVIOUS SECTION ON GLASS ROOMS. TABLE 3 : SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED BEAM SIZE MINIMUM # /THRU BOLTS @ L= D + 1/2" POST SIZE 1/4" 3,'8" 2"X 3"X 0. 05" TILT 3"X 3"X 0. 06" Scalpd 1 2"X 4"X 0. 05" TILT 3":t 3"X 0. 06" 1 2"X 4"X 0. 044" X 0. 12" SMB 3"X 3"X 0. 06" 2 2"X 4"X 0. 044" X 0. 15" SMB 3"X 3"X 0. 06" 2 2"X 6"X 0. 044" X 0. 12" SMB 3"X 3"X 0. 093 3 2 2"X 7"X 0. 050" X 0. 13" SMB 3"X 3"X 0. 093 3 2 2"X 8"X 0. 070" X 0. 23" SMB 3"X 3"X 0. 125 4 3 2"X 9"X 0. 070 ' x 0. 23" SMB 3"X 3"X 0. 125 4 3 13 TABLE 4 : MAX. ROOF AREA FOR ALUMINUM CARPORT POST FOR ALLOWABLE ROOF AREA USE "AREA" = S X (W/2 + O. H. ) EXAMPLE: "S"= 7 ' , W = 12 ' , & O.H. += 2 ' THUS: "AREA" = 56 SF POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF DESIGN LOADS AND WIND_VELOCITY_LOADS_ POST HGT POST MAX # WALKON 100 MPH 110 MPH 120 MPH.- 3"x 3"x0. 060" ROLL FORMED* * --- --- --- --- --- --- 12 ' - 0" 5 , 200 260 347 289 248 16 ' - 0" 3 , 640 . 182 243 202 173 2"x 2"x 0. 093" OR 2"x 3"x 0050" EXTRUSION" 7 '- 9" 6 , 960 348 464 387 331 12 ' - 0" 4 , 060 203 270 226 193 3"x 2"x 0. 070" EXTRUSION* ` 8 ' - 2" 7 , 100 426 567 473 406 12 ' - 0" 4 , 970 249 331 276 236 3"x 3"x0. 060" SCALLOPED* 11 ' -10" 8, 640 432 576 480 411 16 ' - 0" 6, 120 306 408 340 291 3"x 3"x 0. 90" TUBE* 11 ' -10" 12 , 960 648 864 720 617 16 ' - 0" 9, 180 459 612 510 437 3"x 3"x 0. 125" TUBE* 13 ' - 3" 13 , 500 675 900 J 750 643 16 ' - 0" 8 , 000 500 667 556 476 4"x 4"x 0. 125" TUBE* 15 ' - 9" 23, 280 1164 1588 1293 1109 20 ' - 0" 18,430 921 1229 1024 878 * ALLOY 6063 T-6 * * ALLOY 3105 H16 TABLE 5 : ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST WL ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH • POURED CONCRETE - --- --- --- --- --- --- 1 '-0"X 1 '-0"X. 1. '-0" 29 25 21 1 ' -4"X 1 ' -4"X 1 '-4" 86 72 61 1 '-6"X 1 ' -6"X 2 '-0" 163 136 116 1 ' -8"X 1 ' -8"X 2 '-0" 187 156 134 t ' -8"X 1 '-8"X 2 '-6" 275 229 196 2 ' -0"X 2 ' -0"X 2'-0" 346 288 257 2 ' -6"X 2 '-6"X 2 '-6" 463 386 331 PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB 1 ' -4"X 1 '-4"X 2 '-4" 117 97 56 14 MISCELLANEOUS TABLE 1 : MAX. ROOF AREA FOR ALUMINUM POST FOR A HOUSE PORCH FOR ALLOWABLE ROOF AREA USE "AREA" = S X (W/2 + O.H. ) EXAMPLE: "S"= 7 ' , W = 12 ' , & 0.H. += 2 ' THUS : "AREA" = 56 SF POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF DESIGN LOADS ARE WIND VELOCITY LOADS POST HGT POST MAX Or WALKON UP TO 55 #LSF & 120 MPH._ 3"x 3"x0. 060" ROLL FORMED** - ---7 '- 9" 8,760 167 ---- 3"x 3"x0. 060" SCALLOPED* 10'-10" 10,000 190 3"x 3"x 0. 90" TUBE* 11 '-10" 14 ,850 277 3"x 3"x 0. 125" TUBE" 11 '- 8" 19,440 643 4"x 4"x 0. 125" TUBE* 15 '- 9" 26, 190 499 * ALLOY 6063 T-6 * * ALLOY 3105 ,H16 TABLE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS ALUMINUM 3105 H-14 OR H-25 ALLOY PANEL SIZE ROOM ROOF PANEL SPAN = "W" AS SHOWN ON DRAWINGS* 1-314"x 1 . 0' x 0. 026" CLEATED ROOF PAN 1-3L4"x 1 . 0 'x 0. 032" NO 0.H. 1 ' 00.H. 2 ' 0.H. NO 0.H. 1 ' 0.H. 2 ' 0.H. 100 MPH W. L. 9 '- 6" 9 '- 9" 10 '- 4" 11 ' - 0" 11 '- 8" 12 '- 2" 110 MPH W. L. 8 ' - 8" 8 ' -11" 9 ' - 7" 10'- 0" 10 '- 8" 11 '- 3" 120 MPH W. L. 8 ' - 0" 8 ' - 3" 9 ' - 0" 9 ' - 4" 9 '-11" 10 ' - 6" 1-3L4"x 1 . 0 'x 0. 026" STANDARD PANS 1-3L4"x 1 . 0 'x 0. 032" NO 0.H. 1 ' O.H. 2 ' O.H. NO 0.H. 1 ' O.H. 2 ' O.H. 100 MPH W. L. 11 ' - 7" 11 '- 9" 12 ' - 3" 12 '- 2" 13'- 9" 12 '-10" 110 MPH W. L. 10 '- 7" 10 ' - 9" 11 ' - 4" 11 '- 1" 11 ' - 3" 10 ' -10" 120 MPH W. L. 9 '-10" 10 ' - 0" 10 '- 7" 10'- 3" 10 '- 6" 11 ' - 0" 3"x 1 . 0' x 0. 026" STANDARD PANS 3"x 1 . 0'x 0. 032" NO O.H. 1 ' O.H. 2 ' O.H. NO O.H. I ' O.H. 2 ' O.H. 100 MPH W. L. 14 '- 3" 14 '- 7" 14 '-10" 16 ' - 2" 16 '- 4" 16 ' - 8" 110 MPH W. L. 12 ' -11" 13 '- 1" 13 '- 6" 14 '-10" 14 '-11" 15 '- 4" 120 MPH W. L. 12 ' - 3" 12 ' - 4" 12 ' -10" 14 ' - 0" 14 ' - 2" 14 ' - 7" 3"x 1 . 0'x 0. 026" H-28 ALLOY 28, 000 MIN YIELD 3"x 1 . 0 'x 0. 032" NO 0.H. 1 ' 0.H. 2 ' 0.H. NO 0.H. 1 ' 0.H. 2 ' O.H.__ 100 MPH W. L. 18 '- 9" 18 ' -11" 19 '- 3" 21 '- 0" 21 ' - 1" 21 ' - 3" 110 MPH W. L. 17 ' - 2" 17 ' - 3" 17 '- 7" 19 ' - 2" 19 ' - 3" 19 ' - 7" 120 MPH W. L. 16 ' - 3" 16 '- 5" 16 ' - 9" 18 '- 2" 18 ' - 3" 18 ' - 7" * TOTAL ROOM = WIDTH ABOVE "W" +LENGHT OF OVERHANGS NOTE: CLIPS CAN BE USED AT THE COACH MID SPAN TO OBTAIN LONGER SPAN AND ARE RECOMMENDED TO ELIMINATE PAN RUMBLE. 15 • CITY OF -/- 41I Beach-4 Office of Building Official //�� REQUEST FOR INSPECTION 1 4!_ r - 9 5-- Permit No. 7.3e 6 Date ``ii'' r� A.M. Time CJ ` Received � ' P.M. - , r • /78 • .1'! 'ii/ 14 Locality Job Ad. ess • Owner's 4 - bI L r� Contractor ,. Name �� MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING Rough ❑ Air Co Framing ❑ Footing ❑ Rough P Wiring 0 Cond. & ❑ ing Top Out ❑ Heating Re Roofing ❑ Slab ❑ Temp ❑ Sewer ❑ Fire Place ❑ Insulati ❑ Lintel ❑ Final Pre Fab 5-?EZ� READY FOR INSPECTION A.M. / on. Tue . Wed. Thurs. Friday P.M. _ A.M. Inspection Made al Inspection ❑ Inspector � Certificate of Occupancy ❑ D . Pc O Date CITY OF 1,-- / 1 ,.i,/a iq j 44l ,, Office of Building Official , REQUEST FOR INSPECT ON / /a /Y' '3 ermit No. 7 Date .1,5 I Time Received , ' i di.11 'lily Job Fed ss � Owner's // Contractor eV Name p�MBIN�, MECHANICAL BUILDING ELECTRICAL CONCRETE �9 Rough ❑ Air Cond.MECHANICAL ❑ ❑ Footing ❑ Rough Wiring ❑ ❑ Heating Re Framing ❑ Temp Pole ❑ Top Out ❑ Insulation Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab READY FOR INSPECT ON CI Tues. Wed. Thurs. Friday Mon. Inspection Made / /73 P.M./ Final Inspection ❑ Inspector Certificate of Occupancy ❑ d/ (cegeilit) /!f Date (N6, _ I tj f _4 r - DATE: . -1 2 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 r THE FOLLOWING FINAL INSPECTION ( : ) HAVE BEEN MADE AND ARE SATISFACTORY : n /7r, 'Z, /7 g‘ I Enclosed are the blue copies of the permits. Or Y, . BUILDING INSPECTION DIVISION cc : FILE ""rte. CITY OF ATLANTIC BEACH, FLORIDA ^nnut'y•IIby l APPLICATION FOR ELECTRICAL PERMIT 10 111E CHIEF El Ec;lnI(:AF IIJSPf_C1UII: l)A1E: , `."- I 19 Ca . IMI'OITIANI 1401ICE: • IN CONSIDE11AIRUI OF FERMI! GIVEN FOR DOING 111E WORK AS DESCRIBED IN HIE FOLLOWING, WE IIFREITY AGREE 10 PERFORM SAID WORK IN ACCORDANCE WIIII 111E Al !ACHED PLANS AND SI'ECIFICAIIOt1S, WIIICII ARE A PAR I I111m m, AND IN ACCORDANCE WIIII 111E ELECIIRICAI. HEGItt_AIIONS, CODES AND CITY OF A I LAN TIC REACT I ORDINANCES. (A) LP- S c.:41 :31S---"e----- ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNA1UIIE — JOUIIIIIYMAN NAME - 2 I L1 _ -PSF� . ADDRESS: I-1g(O 215lA o!M�RI D�f1FD box BLDG. SIZE 'J11-J11,e - kes, IIE1WEEN:---- DES. r) APT. ( ) COMM. I ) PUBLIC ( I INDUS. ( I NEW ( ) ULU (/►' DEW. ( ) AUDITION ( 1 1RAILEII ( ) TEMP. I ) SIGNS ( 1 __.- - S(1. FT SERVICE: NEW ( 1 INCREASE ( ) ITEI'AIII ( 1 FEE - CONDUCTOR SIZE AMPS COPPER ( I ALUM. ( ) SWITCH On UREAKEIT AMPS I'll W VOLT RACEWAY EXIST. SERV.SIZE ( V AMPS I I'I1 W 1 X _I ? RACEWAY FEEUETIS NO. SIZE 1 NO. SIZE I NU. SIZE LIGHTING OUTLETS CONCEALED OPEN 1 U I A1_ RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMrB. _31_:100 Afire. SWITCHES INCANDESCENT FLUORESCENT & M.V. FIXED o-roo Arirs. ovEn ------- ------- __ I 1 nrrunrlcES BELL 1 RANSF. AIR II.P. RATING II.P. RATING CONDI11UNING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT —... UVEIl MOTORS H.P. VOLTAGE I'IIS NO. 1II.P. VULIAGE PUS MISCELLANEOUS e-1---e--c 1 A-C-- R-'(e-e-T-Ikt)LJti-4:) &TT AT;v y69S3 ‘ a3G — TRANSFORMERS: UNDER 60U V. OVER 600 V. NU. KVA NO KVA — NO NEON TRANSF. f NO. VA. MA. MOTOR SIZE SWITCH i FLASHER EACH SIGN i T01ALrEEs y.. C-._ _.---_ 'fil PV-3844 16992 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --- - PERMIT INFORMATION ---- LOCATION INFORMATION Numbee: 16992 :!dress : 1786 SELVA MARINA DRIVE Permit Type: PLUMBING ATLANTIC BEACH . FLORIDA 3223 lass of Work:ALTERATION LEGAL DESCRIPTION • onstr . Type:CONCRETE BLOCK Block : Lot : 11 Twp: 0 Proposed Use: Section: 0 Subd:0 Rng: +7, Dwellings : 0 Subdivision : SELVA MARINA Est . Value: 0 ,00 Improv, Cost : 0 .00 Total Fees : 25 . 00 Amount Paid: 25 .00 Date Paid: 8/18/ 1998 PIPE OWNER INFORMATION -------- - ------- APPLICATION FEES ame: ROBERT THIMES FERMIT 25 .00 Adr : 17e5 SELVA MARINA DRIVE . ATLANTIC BEACH . FLORIDA 32223 hone: 904 )6414559 --7-- CONTRACTOR INFORMATION --- ame: CHRISTY FIRST COAST PLUMBING idr : P . C. BOX 50446 JACKSONVILLE BEACH , FL 32240 Lic : CFC056487 Exp: / / 4 NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCalyeRDR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 8/18/98 01 Receipt: 0879147 lAitClcb 3505 001000032210a ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: i 7 3 , _Se )Uc. Mar i nc. -bet V f OWNER OF PROPERTY:DI `t (,_E„,-k-L .,.v TELEPHONE NO. ?-I 7S" PLUMBING CONTRACTOR lr� s ��5� S� I"lurnb rJ 2 c . CONTRACTOR' S ADDRESS: p 0. /x col/y. 0.k- sec.,F L4 , 3a zs° STATE LICENSE NUMBER: CQS6-fffl TELEPHONE: at/7-1/4// 9 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER JREPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: �,_.—� , ,� rL+.o. INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 PSR-3844 3436 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ---- LOCATION INFORMATION ------ Permit Number: 9436 Address : 1786 SELVA MARINA DRIVE Permit. Type: ELECTRICAL ATLANTIC BEACH , FLORIDA 3223 Class of Work: ADDITION LEGAL DESCRIPTION _ -)nvtr - Type: WOOD FRAME Lint : Block: Section: Proposed Use: SINGLE FAMILY Township: RNG: r, Dwellings : 1 Code : n Subdivision: SELVA MARINA Esti:rflated Value : SO .On tmprov . Cost - Tota ! $16 . 80 S16 . 80 r*1NER INFORMATION -- - - -,- -- APPLICATION FEES PERMIT S16 . 80 SELVA MARI!YA DRIVE, ?:NTER IMPACT FEE "n nr. ATAAOTIO BEACH . FLOFTrA SEWER IMPACT FEE Pl3one• f' , 1' 4_5555 WATER METER/TAP RADON GAS-H .R. S . 5" •` '. CONTRACTOR INFORMATION - RADON CAB 5% 50 .00 Nam : R_ ELECTRIC COMPANY CAPITAL IMPROVE. SO . 00 Address : P . _ SEWER TAP SO . 00 ?nr"FSONVILLE. FL . 32219 CROSS CONNECTION 50 . 00 Type: 2 SEC H IMPACT FEE 50 .00 CONST..SURCHARGF "HPprF1AmI. /2/- NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 000000000 $16.80 14 Date: 12/07/94 00 Rcpt: 0016679 ATLANTIC BEACH BUILDING DEPARTMENT CHECKS 14030 By: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. December 7, 19 94 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORD NCE WITH THE LECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORID 1., INC. / P. 0. BOX 62238 JACKSONVILLE, FLORIDA 322)9 f ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME Thims ADDRESS: 1786 Selva Marina Drive RFD BOX L. ` ' 22 -B{ ?!— �_�. /��i�_� � .)/ BETWEEN: RES. Fes) APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( ) OLD 1V) REW. ( ) ADDITION (X TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE �0 C� AMPS / PH W ) ��/DLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS / CONCEALED OPEN TOTAL 1 RECEPTACLES 3 CONCEALED OPEN TOTAL / 7v 0.30 AMPS. 31.100 AMPS. SWITCHES .c:0-- l "'�D 6 INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 1 OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0-1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Tara _Acid;tlnn TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. 1 I MOTOR SIZE SWITCH FLASHER — EACH SIGH! l l FORWARDED /7)0 TOTAL FEES / 5 0 PSR-3844 9 31.7 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -- LOCATION INFORMATION ->rmit Number : 9317 .dress : 1786 SELVA MARINA DRIVE Permit Type: BUILDING ATLANTIC BEACH . FLORIDA 32233 : ass of Work: GARAGE -- LEGAL DESCRIPTION `cr��t r . Type ' WOOD FRAME _t : 11 Block: 9 Section: n roposed Use: GARAGE/CARPORT Township : RNG: 'ell± ncs : 1 Code : 0 ibdivisian: SELVA MARINA #3 Ftimated Value : $20000 .00 Improv ,> Cost : $0 .00 Total 'Fees : $165 .00 Amount - P-1%141:i $165 .00 NFTF.r?CT t':i .F . at T _. -- ---- -- - '14NFP NE hM r'I' " ---- APPLICATION FEES ---- N=-,- - E . THIMS PERMIT $165 .00 1766 cELVA MARINA DRIVE WATER IMPACT FEE $0 . 00 A.TL :; : :" EFACH , FLORIDA 3227, ' SEWER IMPACT FEE O , " F......ne ' f 9 ,. 3 9-9 } 7 WATER METER/TAP S0 `,., RADON GAS-H .R. S . $0 . 00 - :C_".T m `t r p g T O 3Te :& R T uN RADOPAITAL IMPROVE. $0 .00 SO 00 dreg T ! 19:::° RIVER OAKS ROAD SEWER TAP $0 . 00 - 'NVILLE . FL 32207 CROSS CONNECTION $0 . 00 X49 Type . SEC H IMPACT FEE $0 .00 CONST. SURCHARsE 50 .00 SCHARGE!ATL .BCH . $0 .00 NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING R UP AND HAULED AWAY DEBRIS FROM THIS WORK MUST EITHER CONTRACTOR OR OWNER BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED "FAILURE TO COMPLY WITH THE MECHANICS' LIEN IMPROVEMENTS." IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 000000000 $165.00 14 ATLANTIC BEACH BUILDING DEPARTM NT Date: 11/09/94 00 Rcpt: 0009028 4474 r'` By: / 7 86 .e/v,9 r�/T or i,4 2 1-� - gs37 C �--1 f) N GC? / / o©7 l 1 6- APPROVED C'TBUILDING OFFICE BEACH NOV 0 1994 'art cl. tlerneer �c�C c / u q cas ' z-13‘‘ o- po , 6 con_4 _ EggIarpb 71994 Building and Zoning CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 17 6 S r, l/!4 01 yi—r/N '/ Dom, ( 6vficci-G ,-D, Date 1 ' r lV -y / Heated Square Footage 0 @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 0 � r t(( @ $ per sq ft = $ JL/ Deck OS(' ft'' P 1 @ $ per sq ft = $ Patio pX______@ $ per sq ft = $ TOTAL VALUATION : $ 2%,'Z 0/ CC1 /57° $ /S•0 Tot aj "Val tion 1st $ /6�9C) o 00 0 Remaining Value $5 per thousand or portion thereof TOTAL BUILDING FEE $ ' /O ' ° " + 1/2 Filing Fee $ .55 .0o ( ) Fireplaces @ $15 .00 $ 2) BUILDING PERMIT FEE $ WATER IMPACT FEE $ 1 SEWER IMPACT FEE $ WATER METER/TAP $ 0 CAPITAL IMPROVEMENT $ SEWER TAP $ 0 ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ 4 CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ / GRAND TOTAL DUE $ 16. S P° ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other. CALCULATIONS and/or NOTES: ppROt cac`; P ".F p3v v4 ;J iiiii !I lilt CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : i0ta 1 ) /1 _74 S Address :, ) 7 g , 3 E.LY4 AftqR74JI V hone : 29 ! 0-2 0,1 Lot # Ii Block or Unit # q Subdivision: 5 Lv4 Nazthl ukyrd5 Contractor : CL(f) (4 pc 6; ili1f keiT/ ` - Sc J State License # R(6 S £ ! 3 ) 1 / Address : //30 &aYM (Ai f Phone No: 3/8 5 3 7 Describe work to be done: Sa-�'L Q g i E- 14 cici, ) 5k , -,-`._ C" Present use of building: /\/‘V n p1 B 4/ Valuation of Proposed Construction: 0®o `'� pp� Proposed use: t`trt 9.1 DE�f/t4L Q1 te?6 fJ Is this an addition? =4- `) If yes , what are the dimensions of the added space: :!-,7 ft . X 3`1"- L f t . Will the added area be heated and cooled? All) New electrical (or increase)? )/C c New plumbing fixtures? ti& New fireplace? -N--' New Heat/AC? /fir; Fax from : 984+646+9485 18/27/94 15:89 Pg: 1 10;27,94 09:05 ENGLAND THIMS & MILLER - 3981296 N0.407 P001 MAP SHOWING SURVEY OF LOT 11 51.ccis G1 _AS SHOWN ON MA? OF WAF___INA,, UNIT N� AS KSc XltPE'p tN P'l.A�' 6r: < sQ li=.7.A.C.pre AV 2arA GF PUepNC. FMc: c% OF 9N-1\4N__ C.O• lcZN-'( ,F W4 1GA tom.. RCY 1 -r i. .N`.H\M S 4 , 1• i ' ELVA MARINA VF-AVS N•ts°43'Zt°w. - $7.Za'(cKV) a N. t4°34' So"'"W•� b .fi r Q N ° P-- �, ' •'• qqS ,cxwa c }:..1*.!! .... t- . �G p d ,, FRAMe . Y O . " ,p 10 . _ . • P. 3 24•Z P4•4: Q N .. ' ° ys ib'/ r r ..:1_=--:---- --7-- -_=- ter=_`.' —"`-- D c, 1"--\ N. 14° 34: 5O' W. 150.00' ,f _ - _ 10/2?/94 1509 Pg: 1 Fax from : 4,46+9485 __ _,�_ - Et- It. iHIi1S 't• (1I`LE _ MAP SHOWING SURVEY OF LC It — EA-OCAS - ----AS Sl•�O\N N ON MAP OF val, .- Fes. N - . .'a 9. ,s t<sC_O ievst! ttd PLAT K .SQ .° . { AKA_OF PUIit�t G tZEC.om7. ©F 7UVA4.r r.. ..1K-N`1' ,V I DRI la,. w SEL- VA MARtNA VR VE. Om'ww) N•lS°43.Z1°‘N. - 87.2 !.r;C,+7, a N• t4°34: So"W 4 . 0 -_ •:v ? ) v .. 8 ______ __ 50 Fz 6 ,...c,.,6641,,-24::\ . Ii) �_1. . ;y, ; N 24 S• 6-+'• 2D.4 a :s •.3 .•0 2"Wei 2Z2 ' .. •. •gitr" d 3x „ • *, 0754 !• 44 � a r 0 Q {. �" --- - — - '�- ( .I r ,;.ter,,. -. .,.. •► 0 I, 1 -�2 .= -- ----'*-• 0 ,,,...,_,-.4-'-'--'---.- ••l l4° 34- 0" W• ,�`. .. .•.,, ._,,,, .2_1994 Build-mg and Zones L, .. i HEREBY CEJXTtFY THAT THE 1••-0-T SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD AREA ZONE Y�„ AS SHOWN cm FLOO> INSUF+ANCE RATE M1A0 Id+1 i-Ol FOR THE CITY OF JACKSONVILLE.FLORIDA,RATED 3•1'b•11 SUNSHINE STATE SURVEYORS, INC.1oR�o� ENGINEERS, SURVEYORS & LAND PLANNERS i HEREBY CERTIFY THAT_YHE ABOVE .�.Q -------^ wAS SURVEYED 8Y LE�END 1 y z z ME AND THAT THE ltvtpR�1 �`.? �� LOCATED UPON SAME AS SHOWN AHG THAT THERE ARE NO ENCAOACHMlENTS UpQN RAID /2., r�TlMO I i'��, '[ ANb MEErg THE MWtMUM REOLiRE1AENTS OF THE A�M(A� hh FSPLS ANOFLTA W MONROE NAZEN, JR • 'Om �O�A��/� I ,l"FliC( 4 . v,-NN ilikrorimg, CITY OF q,2 0111 atic Beacli-410li Pa Office of Building Official REQUEST FOR INSPECTION / ' g Permit No. /70 tr Date !(A � Time , A.M. /N Received /7. _ 1•i4r, / ► L..�.- �i Locality Job ..dd Owner's Name Or��io / 4 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ ❑ Heating ❑ Temp Pole ❑ Top Out ❑ In Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab READY • - INSPECTION AM. Friday Z A.M.*— •• P.M. Inspection Made 1 Final Inspection I ector • Certificate of Occupancy ❑ jut 5L , _` / Date