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Permits 1884 Beachside Ct CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD =; ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 08-00000649 Date 5/13/08 Property Address . . . . . . 1884 BEACHSIDE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------------- Application desc 1CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FARRELL OCEAN STATE HEAT & AIR, INC. 1884 BEACHSIDE COURT 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/09/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 05/09/2008 16:32 FAX 9042498949 OCEAH_STATE_A/C i ATtL,,AN,TIC-B/EAACH 1&001/001 CITY OF. ATLDTIC BEACH MECH-ANICAL PERMIT APPLICATION ` Date' Property Add en. Of Owner- TekphOAe#: Coutmctor_ T'elephone#:_���- .Cont actorAddress: t �. '�:( (3�..1 _ '�.�(� , Faz#:��`-i- r � - Is cooaidecmoa of paws Wveo fur doing 6c wad,u desetdW io Iha akwe saetemmt we bweby arm to padl=said vq*in aoeordana wbthe mmdxd plant and sp-d—fiaas which area peat hereof sad in occmdkm wdh tha Ckr o[Adurie BCaft mdbww=and madonL,of ec bared therein Type of Heating Fuck If other caoeQuctioo is being d4oC on!tris tnl lY�Etandc to sitr,het the bnilduag p=v*=bw. 0 Gas: I.P Naaaat -_Ceow Utility ' C Ort O Other-Spa* WICaArnCAL EQMMYM TO as INSTALLED NATURE OF'W OAK WOOlEw Space ^_Rceased _Floor wRasd�ti� e Air Cnadi adds: —RD= _ antral D• Duct Syn=: Material Thiclmess O CMM=Cial Madmum capacity e$a D New Nildin o ltefriseration o Cooling Tow=Capachy >;t�ID Fx4�Bumms. ' D Fire Sp>;utrlen:'_KMbv OfHeads D Elevator MftM Escalatar„`_(Nvmber) p od'8-riadne Sve= d Gasoline Pumps (Number') a Tames • (Number) 0 New 1131M mm D LFG Ceataiuers (N>unber) (No Mmprenmul'iusWuet� O Unfired Pressure V easel !>e or Add-n to F�stmg Sy=m D ]3oilms • D Gas Piping O Other_Specify LW ALL 1p VENT AZA COt'f MONVI G,R6pAiMAWON ZQUftMT do COMUZMSOA'S Appmvft Nvaib r Uaim D=tption Model it 1Toa's : ISL 14 A37NG-FIMAN.CMs.309"S FEWUM AM HANDL IL-5 AM-,ftg Nwuber Uoift Dmcriprioa Moded I hft=laesunr BTV a Agency Tam' x0m 1w d4aaq Tpe"quid Satat . ROW Marsv A DimemiaAs Cmohd MznuSctoQer " No. 300 Seminole Road-Attaatic Bauch,Morids )2',133-544:5 i t'hnnr" MAN 7d7.10140 . Fax: (9041;.47-584S- hftn.!//www ri.�tl9ntit-besch_fl.as CITE' OF ATL_MNTIC BEACH r �I Date: Property Add ess. {J ner: GZL� Telephone#:,,99� --60-3 _ - - Q Contractor P 1 ~ ' S Telephone#: L Contractor Ad.tlress. ���l� l�4 t �.���- ��'�.�!-`! ( l;1"�---- Fax r . in consideration of permit given for doing the wort:as described in the above statement we hereby armee to perform said wort in accordance I with the attached plans and specifications which are a parE hereof aad in accordance with the Cine of Adaptic Beach ordinance;and standards of good ractice listed therein. Type of Heating Fuel: If other conm ction is being done on tEs building - / or site,list the building permit number: ❑ Oras: LP Nattaal _C:.mra1 Utility ❑ Dil ❑ Other—Specifv IYIICHAlMC-- L EQUIPMENT TO DE Digi AILED NATURE OF WORK eat -Space Recessed tral _Floor ;�Residenrial 5""Aar Conditioning Room entral :1Duct S,I,nem: lvlaterial Thic'imess ❑ Commercial Nla=um capaciry cTm ❑ Re�igeration ❑ Ncm;Building ❑ CrclinQ Tower: �Capach-y� aPm isii�g Buiiaing ❑ Fir( 5prinrlcrs:plumber, of rleads ❑ Elevatoi: lYlaLfi NscalaloT ( u-mberl ❑ PeDia,cmcniofE,.i,si-iagSy-t= I ❑ Gasoline pumps ('lumber t ❑ Tanks (Number) ❑ Ivewlnstallmon ❑ LPG Containers (Nlvmberj CITo systemlu'eviousiyinstalled) El Unfired Pressure Vessel lv/R; � g11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 SJJ3 X '? Application Number . . . . . 03-00025617 Date 3/03/03 Property Address . . . . . . 1884 BEACHSIDE CT Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4400 Owner Contractor ------------------------ ------------------------ GREENE, KIM ROMANO ROOFING SERVICES 1884 BEACHSIDE COURT P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 83 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 4400 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 83 . 00 83 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 83 . 00 83 . 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. in BUILDING OFFICIAL ` CITY OF ATLANTIC BEACH PERMIT . CALCULATION SHEET 'Address Date 3 /.7) 1 Heated Square Footage @ $ _per sq ft .= $ Garage/Shed $ per .sq ft = $ Carport/Porch @ $ per sq ft $ Deck @ $ per sq ft = $ Patio @ S per sq ft = $ TOTAL VALUATION: $ .Total Valuation 1st $ ► `� 3�f®a $ y Remaining Value per thousand `or :portion thereof TOTAL BUILDING FEE $ S + 1/2 Filing . Fee $ a ( ) Fireplaces .@ $15 .00 S. BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL ,IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) .0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ • �C GRAND .TOTAL DUE $ 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 800 SEMINOLE ROAD ' ATLANTIC BEACH,FLORIDA 32233-5445 a t TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM:852-5800 +" http://ci.atlantic-beach.fl.us -'J PLAN REVIEW P0MMENTS Permit Application # ;3 - — J�! Applicant: v � CJ `� CSD \ Address: Project: Wour application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by l 2 C� C Signed Date Contractor Notified Date �• U ' i CITY OF ATLANTIC BEACIV'- ROOFING PERMIT APPLICATION'S 4 Date: Job Address: 13 cc, G' S � P ce-4 Owner of Property: ,/� ,�/-� Q Sl e'/ Address: I Telephone: Z ('/ 7750 Contractor: D -i State License Number: Contractor's Address: -3 u SPS �'Y�, ��- ���GH + 2 /3C,,7 32 L13 Telephone: 2 C4 6 5 Fax: Scope of Work: Deck Slope: — V( —Greater than 2:12 Less than 2:12 Valuation of work: 5 O v b Product Name and Material to use: ai. r t L ASTM Designation(s): 3141 Required Inspections: Sh thing and Final Signature of Owner: Date: Signature of Contractor: Date: 2 / Z Gf� 3 AS TO OWNER: Sworn to and subscribed before me this day of 20e J . State of Florida,County of Duval Notary's Signature: C�¢- YP 6 GWRIAJ.CASTERLINE.McLAUGHLIn` Personally known �VMY COMMISSION#CC 976739 Produced identification [ ; `� - 7 opjrLe EXPIRES Decembers,2004 Type of identification produced x Q C1 y � S l e0�#=ARY FL""Service&Bordng,im r AS TO CONTRACTOR: B Sworn to and subscribed before me this �� _day of ��/" ,200 -3. State of Florida,County of Duval r Notary's Signature: ' - 'YP1%,GLORIAJ.CASTERUN&MdAuutiu+t Personally known MYt"OMMISSION#CC 976739 Produced identification EXPIRES;December 8,2oo1 Type of identification produced 1.4WO OTARY FL Nowt'SeMce&Bondng,Inc. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 5 MIN. RETURN Boak. 10945 Page 787 PHONy NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. C/ Legal description of property being improved. g / c4 4 Address of property being improved: .General description of improvements: �✓�� �--�`` '`"°�' +S `�� �'�� "3 )l Owner 1,� �?' IJ/c, i/• Address I V � - ark C , Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor • ,t, M ©0.4 {//�c S (Z, Address -30 Phone No. 2 G--S W �9 _ Fax No. —Z Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. _ Fax No. In addition to himself, owner designates the following person to receive a copy of the Uenor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address year from the date of recording unless a .1008 V to , 0 h sNr�' h C•�µ" h Cel &V ' , -•� cam,► s .0 - 40SOu4.09 c C0. #40CW APPROVED r CITY G-F ATLANTIC BEACH BUILDING OFFICE Ju B" F DEPARTVENT OF BUILDING C CITY OF ATLANTfC`BEACk � Ft�Id�lAT ON ------ PERMIT ,", _ �_ LOCA'T I ON INFORMATION e ' Nu ik e t I7141 Address., ress�._ , 185 S> AC ESIfRS CC��fF�T Pmt TS+e�PNCl ATLANTIC, BEACiIFL+ NIDA 3 LZOAL DESCRIPTION { tq hey Pe*W OD FRAME 4y1o,6kRey /{Lot, Rng: , ,p �W WiilSd st;,BINOLf FAQ!ILY ' Qa Owe11,.t~lt�s n � �3tzbt��'v�scaTi:BSACIiSIaE s Est'. Value,., 0.00 Tmpj 4ov. Cast. SDS Mt? Total Peot 10.004 A1l1oalnt P 10.00 Date Pa 99$ Work Best: PLANS . - - APPLICATION ES °R N; E 10.00 ladr, AT AT OR IDA2 2 3 3.' ooe' , " ! CON, T I CSN - - - -- ame:µPROP Itl ., L a NOTES. NQ77CE- INSPECTi4N3 MUST`SE REOUPESTED AT LEAN { HQURS pRlt)R'TO INSPE+CTIOP! G BUILDING MATERIAL, RUBBISH AND ESAIS FROM TH'S W W MUST NOT BE,PLACED its PUBLIC SPACE, AND MUST BE CtsEARED UP AND HAULED AWAY BY**-,HER CONTRACTOR,OR DINNER , 1111 "FAILURE ,,TO: + V0LY WITH THE MEdM i's' 04'',0, Alf.RESULT IN THE h OOPERTY OWN PA►Y#N� ' !�� F UIL� SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'AEVOCATt POFi TION OF.-APF 1 ICABLE PROVISIONS OF LAW. � ATSA BEACH BUtLDt tEP RTMENT 1 s r 1 FIFE ,LiYtCt✓... .. ,e. ,,,,.,e,,.,- .c..,. usi ��'a�.smseSi534..h5.`dt�?i .w.., i,tr 1' '"ice —_ _ n7d+I? <e_ _x. r x..., _ 4 .vc�t�t'-'. APPLICATION FOR PENCE PERMIT Owners Name ';�Al (� �� o(0f6c- Phone c�` `75 9 Job.Address mq ajR Lot Block and/or Unit # L SubdiaisionJ�c—nc�Stch, Cnntractnr if different from. owner D(-J ti 6 Valuation-of fence S (09Q Lo Corner or Interior.Lot Type of Construction 0(20]) � ev����� I/Q 0A) Show location and height of fence as well as location of street(s). scc- X �� RECEIVED . FE) 14 1998 City of Atlantic Beach Building and Zoning /�Owner Signature—L-- Date 9,p Contractor Signature Date M1 171 MAP APOWING BOUNDARY SU EY OF : LOT 2. BLOCK 4 BEACHSIDE, AS RECORDED IN PLAT BOOK 42, PAGES 14, I4A, 149 AND 14C OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA. t I Fcund P.��i€DJS! (AG 5 I9/9,� cC#JL�iu ln0JJ7� Fo urrd.yprl�L�Jtik Fonir d.".Pe verse L'ur yr� ' 1'an�rl{/enc-�' �fi•Pa�rii a!1'a.�paurad Ptirr�e — _—� --'- __�-r•�-�-'t' 7/2.53'�rc � I �.kbdrus=& � err-738. $.Q/'98.28"W. i BEA 17 J/�J� COURT edmhord-s t9 W' o s7Tr. a$.gc ' to J 50"ir%^Nr DF-11,'r<tY I %aNJJ71O'f1%rOn lPpdoelAl hi .yiPau,- i ron Rmiw -235.00' 33857) � �7 . ?? //7 ; De e}0,3'.Art=.Gi� f 1, 7 .r�---- ��a�,�� t �DI 59'48 E. Chard � . fhb.G:l1• �.' �• .. I " �U .; � 1 Qj WAVY �,4�-- i moi;>a�e''-.•:;,..: y '75- -7 w w No Trs G !�:'oorJ'F:r;Ce /rr r ,•,:�f -� �jJ-/x.�;Jt-:' f.,r=W�ivS�3YrDL.aj- �— � ._!•' _ 'G;Jr;:'1 Jiff"�"Jr::'?'t'J J ,J. iy/Y0�'raa/�r t CF 9.OLJ + `!77r!�. 8•: I Q,ARINGS ARE BASED ON THE NOR �OT GA 13Jxk f � OT 7A LINE OF LOT 2 AS BEING N.89.29• "E EjioCk; O Juinck i BY PLAT NO RUI-t.DING RESTRICTION LINE BY PLAT,BUT THERE n I!141Y BE RESTRICTION LINES OR EASEMENTS THAT AFFECT TN.I_S PROPERTY BY ZONING OR RECORDED IN THE PUSUC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN OM.TM SLR/EY.- TM PROPERTY LIES IN FLOOD ZONE 'X'BY FLOOD MAPS REVISED 4117/1989, COAWLN ITY PANEL NO.MOM 0001 A I H1�.?:'-.R'f '•'FR'ir1� T('•ontir�r n vs i�nnoc. .� ������ F1� _ � � f i i f t r s�,fr.,.,.._. 1 � �`_ � �� �� �� M� -------- i �' _ � �� . -�..�,; 777777T. p , - tlERARTl,OATOR 0Uit�.IG t CITY of ATLdwtG'I> 777-1 " . , Nur #s"r"t "7"1dr� IG 1AN >la + C3U ' * ► ' !f ; ' 'a A'I'LI� ITC OVACH� .�`LGRIDA 32233: Mt &100]k Sept 10 �, volub Pyrtjr, � s sift, : >»Ari >s �r, ' T+��rr��t��p a O st3 r14 �d �.s :vi r: .00 TQtaI f, AJWUn a 00 R#1SA'TTtII!� REM mw AP -AT Kit FESS TION s� o ° T, '*I5L .00 + + # MSA ' IArm:T #.t3t3 „�h s 1E1' .CT+tfA � WAl .: VJJRA 4 + „�•� ��M #Gi. e� •+a�t$r*v 600,00 �s�k* Y�a� TAP iii TAP ODikUc.-VISPAPT FEE, Ar 40 00 y a M-1.CtyNCRETi*1 RMS AN0 FOOTINGS Mt!$t p 1NffiPttr"# M E3EFOO, �1,11#N , PERMIT` t3 D SIX NIOKTHS AFTER pA7E CSF ISSUE i4. ° FNG M�+TI?RIAL,FUSN ANIS E# 8 #IS FROM#THIS WORK Mlle`N07 BE Pi:AGEQ.#N PUBLIC,SPACE,AIVO MUST BE Et}t ( l(IVO iAt)LfE l lkY i E# H R'CONTRACTQR OR OiMI+# R, Yr�,'WITH'Tl MS IF-AfLOW' PL HE MECHAN SULT IN . { ° #SSIlEE�.AG( O#�blNC3 T+Q;Al >�'RQWI # f L 4 .WHICH ARE PART DF THIS'PERM#T ANb SU 1 ©R ATL:l NOO SI_ACH.BUILttiIFWiTME#w#7 ' BY Y# n i CITY OF ATLANTIC BEACH PE�I4MIT CALCULATION SHEET Address j C/ pJ� s-x<F- ('z)r .( )r2-- Date oo Heated Square Footage @ $ er sq ft = $ Garage/Shed l f@ $ er sq ft = $ Carport/Porch �� @ $ er sq ft = $ Deck t�✓ +@ $ per sq ft = $ Patio V �� @ $ per sq ft = $ TOTAL VALUATION: $ © O Tot MVV luation 1st U // Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ /o S + 1/2 Filing Fee $ a'SXD ( ) Fireplaces @ $15.00 $ j 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 $ � ' 7 SZ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: .ssy 2 s 1994 6uil�in� and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : C`,Ui-,A Address : Kq e<-GICk)JI a 0- fir, Phone : 2�yG Lot # Block or Unit # Subdivision: 8e-a5i d C () V-) r ve r"_ Contractor : Address : 33-55 U10- rL Ln.�3i0 TQx . -UX3Phone No: 9bc Describe work to be done: Rt - �"((0 C15e) hmirJ C,Dpr.,,3 X 5 KAj Tzr rn cyv a Q e ° Present use of building: jer1��' Valuation of Proposed Construction: (IC,tQV0 - fkC', C( Proposed use: Sas e Is this an addition? n If yes, what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT , AND OWNER/CONTRACTOR AFFIDAVIT , IF OWNER IS CONTRACTOR. Signature OWNER: Date: / Signature CONTRACTOR: Date:_�Q� O v FG4\ �J P Fz N�\G F4c.E ONf1ER BUILDER PERMIT AFFIDAVIT "_V =txtw of Florida ) City of Atlantic Beach ) BEFORE ME, the undersigned owthority, personally aprearvd -- �`'M -J-_..C�.rCL ....__.. ----, who upon tis st bel"5 duly &worn, deposes and says, to ..J�:M._5:-.�__ 1�_----- and the level owner of the followAnd propertys Subdivision _.... eaJ,5k C, _ .---••- 81ock 1 Lots AKA 1`�$y....i. . �1 �.d"� .. (�j ..-- I am applying for • building permit pursuant so %.fse Owner Builder exemption set forth in rloride Statute, Section 469. 1107. Florida law requires that Ithave been provided with the following DISCLOSURE STATEMERTs DISCLOSURE STATEMENT .State lav requires construction to be done by licensed' contractors. You have applied for a permit under an exemption to that law. The exemption allows you# as th%% owner of your property, to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You way build or improve a one • or two tamely residence or a farm outbuilding. Tow may also bwiid or AOpreove a commercial building at a• cost of 025#000.00 or leas. The building must be ter your use and occupancy. It may not be built for sale or lease. 29 you sell or lear4o wore, than one building you have built yourself within one year after the construction As complete, the lav will presume that you built At for sale or lease, whio is a vAeletisw of this osemption. Your eons ruction Oust bo done according to building codes and Boning regulstAons. It As your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that Z have read the above DISCLOSURE STATEMENT and that I comply with all the requirements ford the Issuance of an Owner-Builder permit. Further, affAant sayeth not. ....w�. rte..--.. .w�..--.— Property Owner Sworn to and subs r1wd brfor this �Q_�. day i rn _ F1 ASN 0_��..__��T�6�(o(� �=� m ' APPROVF-D CITY Of ATLf MTlC BEACH BUI'LOING OFFIM . 1 JAN 1994 1 i � ` sI y � � t s 1 ih L.ac -,-- 1 _ kt jrt4 i CoNCRE i Foo` F—e- OCCUPATIONAL LICENSE ACCOUNT NO. 90379-000 0 -q 1993-94 (:OUNIYC014 t7►SI- ; CITY OF JACKSONVILLE anti/or COUNTY OF DUVAL,FLORIDA C/(�p��7 �/�y(�,yTnU 770.307-001 1 14 $ 11.25 Ny(1 APfNAI(VIsIMPO!,1U1UItFAITUIICfUNP.FPTNItlLICWBE i�Y-0RI7CR5 (,^A��1. �E`�11 ?0 $22.50 LlIn011 LU(.UNSPKAJOUSLY Af foUR ESTABLISHMENT OR PLACE OF BUSINESS. 21-30 $33.75; 3l1-40;145 Is0; 41-50' THIS LICENSE IS FURNISHED IN PURSUANCE OF CHAPTER 156•25 51-100 1107.50- 1911-150 770.772 CITY ORDINANCE CODES -' 1281.2 151-200 1375.10; OVER HARRINGTON REMODELING 200 146.73 PEDDLER OF SERVICE MUNICIPAL CODE DIST. G: 3355 CLAIRE LA 310 772.309 1 13 $ -1.2-9 JACKSONVILLE FL 322230000 EIST ACH PERSON� $31.2 ADDITIONAL PERSON $5.00 MAXIMUM 11031.25 (r 'I') f'1 WiE 4N THE RUSINESS, PROFESSION ,N (N,C UPA tire!, A'. SIATLL ABOVE FOR THE PERIOD Bt61NNINU ON OCT 1 1993 AND ENDING ON �Q'}�'PT 310, p4a 1994 42.50 f ++ 01/12�j4 TOTAL $ TO VIOLATE VIOLATE ANY OTHERAN OCCUPATIONAL S AW OR ORDINANCE.NSE SHALL NOT E ANY PES N THE RIaHi2.50 OQ1�6�U�� B0,17696 41 ('7 '44� - TAX COLLECTOR NRB 1/12/94 DA)HIS (LIMES A RECEIPT AFTER VA�ti°ATION �r RCPT M: t t r r,9 4 t1t lr'r r 1 , Ai 41 , f 7�-c s I,., f . � _ d G y Y ti, 5 s , i � 1 jol -� APPROVED CITY OF ATLANTIC 8F:ACIl / BUILDING OFFICE AN 2 14 VI)� fq3 r,. ( iles s ao a \ , f 1 �l T'7 f ` - -- 0 e-y , / ?� / r f � APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE JAN 2 1994 3 8331 INT a ATM Of BUIL10,14 CITY OF ATLANTIC 800- I rTailt Number 1 Address» 194;" BEAdR,,S,1DE COURT; .N Permit : type,, WELL ATLANTIC BEACH# FLORIbA 3 233 Cl cad Work: NEW .._� :� ���_.� 'LEG DISC9,J1"TION -- Cc ztr, TyVe: WOODFRAM Lot , Black !$,ectiow Pr-op seKK UTILITY Tc nshipK aelll i€. 1 Cade.: Subdi ii ion; BEA HSIDE ` st it'ed va,lue; a t7 ImProy Cast Total' Fees: Amount,,, P,aid: S10.<CID Dat 11 01213 FOR HifilispIT49N '04F4191, t" 9 pass PEMIT� 1 .4 •. ' ' EE COURT 6 WATER IMPACT FEE $0 .00 � ', H FLCf I ISA 32213 SEWER IMPACT FEE D .00 OF phOr W ' METTAP $0.00 R . I POLAT I O s D If,a0ne I S', CAPITAL IMPROVE. S0 .00 X " . SEWER AI 0 .00 TIS -C BEACH HY17"U:LIC_SHARE .+31D Lf V$e Ty 7, CROSS .CONNECTION $0 .00 SEC,H IkPAC:T EFE" $O .OQ . CONST. SURCHARGE ���������.00 • i r 1 NOTICE -�'ALtCt}f�1CR` fid FOR 8, FOOTINGS MUST E3E tN$PEPT�t?BEFORE POURING PER VOID SIX MONTHS.AFTER DATE OF'ISSUE " gUiLf ING MATERIAL,RUBBISH AND[7ESRIS PROM THIS WORK MUST NOTE PLACED IN PUBLIC SPACE AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CC)NTRACTOR:OR OWNER, 41FA LURE:tC) MPLY WITH: THE MECHAINI S LIEN LAW CAN RESULT IN t I I "C l tY 0`WN "PAYIIVG 'C`1A�'I�E"�t):1� 13 ��.t�lW�i 11VtRROVEM�Nt ." F7 f3�vU' ACCORDING TO APPROVED PLAINS WHICH"AR1= FART"OF'THIS PERMIT AND SUECT"7O I EVOCATfiON FOR. i IOI:lIT4QN C3FAPPLICABLE PROVISIONS OF LAIN. V Z- , � IGH U#LINO PAi ME.NT , r 000000000 000000040 $10.00 14 Date: S/12/94 01, Rtl3t 00M171 w Fit: $10.nn APPLICATIC1 FM VEIL PMUT CITY OF AZIANTIC W" PROPERTY CUER 4 Phone Address c ;�. �?I S� �' Zip APPLICANT, IF 0'MM TNAN MMM Name: Day R=ie 2 //- k Address: 12La v 5 6 > fl4 o l?'I e-- �� e- l Zip 33 JOB Address or Location: 1���f /3 @��G G 5" Legal Description: Is well to be Used for drinking purposes? I9' 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 Fran the perndtted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, famishing 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 agree to comply with regulations stated herein: Date 77, kY ? TG CITY 01:'ATLANTIC GOCAT I ON INFORMATION POrmit` Neer; ' i.5,.. ' Addtr a "= 84 8E14CHSIL3L SIVE AF permat'" Y HO D ` - ' ATLANTIC BEACH, -F%O iIDA 32233 .:. . ., LEQAL D�ESCR I P'T I ON � . � ,. �--- f 7. " r tra Type: � 0" �" fat:: I Bsctic���� } ll n« HL�ACk1 S I AIS i . t Ated Vat e w sl0000 rov os 50 ot i w AP CA. ON FEES ENE " ESI' $157 . 50 lv T IMPAC".T EE $0.00 G H FLORID FE gh AF '' RAD I OAS-H Ft.8. O .fl i '0,IWAT I KNOW IYP C)F OI+i ER .'S�iTA . " .. $ ER TAI' S0 oo YD�RAOLIC SHAME 0 .00 1 Lien , .' 1 ROSS C`+0 NE ' IO ^ .H IMI�ACT 'E f3TES r NC7iCE-ALL CONCRETE Ft)I MS AND FOOTINGS MUST S.E INSPECTZ0 BEFORE POURING PERMIT VOID SIX MONTHS AFTER:DATI!OF ISSUE BUILDING MATERIAL,RUBBISH AMD DEBRIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC SPACE,AND MUST BE k CLEARED UP AND HAULED AWAY B`�EITHER CONTRACTOR OR OWNER I 1FAILURE TO COM LY W LTH fiHE MECHANIC ' UEN LAW CAN RESUL ' J1�1 -' r THE P P RTIC 1 .R PAYING TWICE FOf RU1LDtl �#I�PR�►�'��l1 NT � � � }#t:COADING TO APPR VEO PLAINS WHICH ARE PART OF THIS'# RMIT AND SUBJECT 70_REVOCATION ' I t.117#E�N O F APPLICABLE PROVISIONS OF LAW. [ NTIG BEACH Of G PARTMENTCT , .�- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 Ths form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 An alternative to tors method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stores must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399 PROJECT NAME BUILDER: ST'Ri,ICT ort AND ADDRESS: L Z- sc.. PERMITTING CLIMATE ❑ 2 F] 3 OFFICE: �Vv V qL ZONE: OWNER: PERMIT17T NOJURISDICTION 2 NO.: J %EA CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED�S0 GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT ADDITION E] THIS SUBMITTAL � CLEAR TINT,FILM,SOLAR SCREEN._ SAVE OVERHANG ❑.� FT SIP NLE FT SIPANE =so MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANG ©.� DOE ©SO D S ET❑ SO SINGLE FArfiLY DETACHED[� CONDITION. E] LENGTH FT PANEFT PANE FT NET WALL AREA AND INSULATION MASONRY �R = FRAME R = STEEL STUD R = LOG R = 1- T1171- IFIT F-111 _ FOT. [H �fOT m ��FF ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION ��UNDEER�R ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED `/4D G CON R t.._.L.�I FT UEDO �FT ® l1 J FOT M DUCTS COOLING SYSTEM _ HEATING SYSTEM HOT WATER SYSTEM IN I^ CENTRAL ❑ NONE El ELECTRIC STRIP C, HEAT PUMP 'Lx 1 ELECTRIC ❑ SOLAR UNCONDITIONED SPACE R El ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY r ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ NONE ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL SF/EF = ❑.�❑ HEAT PUMP SPACE R__= EF = ( �� rn F!-�'1.l J SEERIEER I__1S�J;�'-1 COP/AFUE = 0.�C NUMBER OF BEDROOMS = L-1,�J INFILTRATION //�� PRACTICE USED [ _T4 O I W� �� X LOO = LX El TOTAL AS•BUILT_PO_INTS TOTAL BASE POINTS CALCULATED E.P.I._ L] u 1 C J "2 u 'r3 -- - --- CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S.,I hereby certify that the plans Review of the plans and specifications covered"s calculation indicates and specifications covered by this calculation are in compliance with the compliance with ft Florida Energy .Be struction,is completed,this FlorWa Energy Code. building will be inspected for in boor with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE .- _ _ _ _ DATE: $A j PROCRIPTIYE_MEAS URES LMust be met or exceeded by all residences. CQMPQNENTECTQN REQUIREMENTS CHECK__ WINDOWS,_ 904 1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR B 9041 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADjAQENT D PAN INSULATED, R RS ONLY. _ EXT JOINTS & 904 1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 9042 i STANDBY LOSS REQUIREMENTS, SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF tGAS1.MUT BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED `t SWIMMING POOLS 9013 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST 1 a SPASf HAVE A PUMP TIMER. GAS SPA 8 POOL HEATERS MST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 9044 _ iC)N IS REOUiRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS IN SUCH CASES PIPING HEAT LOSS PIPES SH--L BE LIM TED TO 17 5 BTWHLINEAR FOOT OF PIPE x SMQWER_NEAD,S_ _ 045 WATER FLAW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 9032 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN QN�TqUCTION 904 N N ITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE HVA _COUT-R 7 PARA READILY A t MANUAL AUTOMATIC FOR HSYSTEM. INSULATION CEiLI'+GS-MtY R-19 COMMON WALLS-FRAME R-11 OR CBS R-3. FRAME COMMON CEILINGS 8 FLOORS R-11 -1 � ` EPI= 99. 21% FLORIDA ENERGY CODE SECTION 9 NORTH ZONE 1 ,2,3 900-A-86 SEDA CONSTRUCTION SUMMER CALCULATIONS LOT 2 BEACHSIDE AS BLT SMR. GLASS BASE SUMMER GLS DBL SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA CLR ' (9B) SMR PTS N 35 38. 3 1341 N 35 38. 3 0. 91 1220 NE 57. 7 0 NE 57. 7 0 E 107 79. 7 8528 E 91 79. 7 0. 92 6672 Sr-'- 79. 1 0 SE 79. 1 0 S 54 66. 2 3575 S 18 66. 2 0. 91 1084 SW 79. 1 0 SW 79. 1 0 W 130 79. 7 10361 W 110 79. 7 0. 92 8066 NW 57. 7 0 NW 57. 7 0 H 66. 2 0 H 0 267. 0 1 . 00 0 E 16 79. 7 0. 95 1211 S 36 66. 2 0. 86 2050 W 20 79. 7 1 . 00 1594 0 0 0 0 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2059 326 0. 95 23805 22553 21897 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR. PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1719 0. 90 1547 0 ADJ. 152 0. 70 106 EXT2X4 R11 1719 1 . 7 2922 ADJ2X4 R11 152 0. 7 106 0 DOORS DOORS EXT. 86 7. 70 662 EXT WD 66 7. 7 662 ADJ . 19 2. 90 55 ADJ WD 19 2. 9 55 0 CEILINGS CEILINGS UN. ATC. 1506 0. 60 904 UNDRATC R30 1506 0. 6 904 SGL. AS 0. 60 0 0 KNEE R19 227 1 . 1 250 FLOOR FLOOR SLAB 169 -37. 00 -6253 PERIM. R-O 169 -41 . 2 -6963 RAISED -3. 99 0 0 0 0 INFIL. 2059 8. 00 16472 # 2 2059 8. 0 16472 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 36046 TOTAL 36306 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BG PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLS PTS . 46 36046 16581 36306 1 . 06 0. 40 1 . 00 15394 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 3 3803 11409 ELECT. . 88 3 3803 1 . 00 11409 SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 ► 0H RATIO 0- 11 12- 17 18-26 27-.35 36-.46 47-.51 .58-.70 71-. 4-1.1 1.19-1.72 1.73-2.73 274+ N 10 9d 91 .87 .83 .79 .76 .72 .69 .63 .56 50 _.. - .48-- 42 i NE NW__ -_ _�__.__ .91 86 80 .75 71 .67 .63 .55 .48 _ 31 3 95 _ 92 86 80 .73 .68 .63 .57 .47 .39 31_- SE 5tY -10 _ 90 82 .74 .66 .60 .54 .47 .39 .32 27 ri' ___S_.__ _ _-1 O___ __ 1 17 .68 60 .54 .51 1 .39 .35 1 31 ►OH LENGTH• 011 1 ft 2 ft. 3 ft 3110. 41h 0. th ft 1 614 ft. Will 14 ft. 201 + *To select by Overhang length,no part of glass shall be more than 8 ft.below the overhang OVERHANG RATIO= OH LENGTH 5H H€�_ TLH L H ❑ H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME _CONCRETE BLOCK FACE BRICK_ LOG INTERIOR INSULATION EXT.INSULATION_ R-VALUE WOOD FR WOOD _ _ NORMAL WT. LT. WT. NOR. WT. LT. WT. 0- 6.9 2.4 ___61NCH R-VALUE __EXT f _AI)J___ __R VALUE EXT ADJ EXT EXT EXT 7- 10.9 .6 R•VALUE___ 0•..6.9_ _._.._53.__x.--22 ___0. 2 2 1i 1.7 2.2 1.7 11 - 18.9 .4- 0-29 1,5 -- 7___10 9_. 2 1 4 9 1.3 8 _ 1.0 .8 .7 1 19-25.9 .2_ 3 6.9____ 10 11 • 12 9_ -- __7- 5 69 10 _ 7 .8 .5 _ 4 26& Up 1-- 7 8 Up.-_-- 6- 13.- 189 _ 6 _ _7_.110 7 _- 5 -. 6 .3_ .2 R-VALUE BLOCK _-__ 8 INCH 19 259 -, 9 } -.4 - - 11;IQ_9- 4 _-4.- -. .4 .0 1 0-2.9 1;0 _ __R-VALUE-- EXT 26 d UQ _..6 __! 2 _ 19 C_ ._.E- - 2 6_- Q_-.H 9- 10 STEEL -- 26& 1 1 1 ?• - 4-- -3 6 9 - _ _. R-VALIIE _-EXT - } ..AOS. __ 1 .2 7 0. 6 9 ?6 { 2.8__ 7 . 109 35_...+--,._1.3__. 11 12.9 __.2 7 j.____t 0___ 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 13' 16-9 - -2 T-- 49-- _ UNDER ATTIC SINGLEA EMBLY CON RETE DECK ROOF 19.5 91-11___2?__1 _OQ _R_VAL E R-VALUE SPM CEILING TYPE_ 26 d U 1 2 I 04 19-21.9 11 10-10.9 2.9 R_VALUE DROPPED _EXPOSED_ 22.25. .9 11 -12.9 2.6 10- 13.9 3.2 35___ 26-29.9 1 -1181 2.4 14-20.9 2.2 24 30-37.9 .6 19-259 1.8 21 &Up 1.5 1.6 8&UD1.2 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) --� SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7 7 ``2 EDGE IN TION CONCRETE (See 903.2(e)) --- --- ---------- -R-VAL EP R-VALUE PM R-VALUE SPM INSULATED 85 31 0-2. 0.2.9 - 8 0• 6.9 -1,0__.. 3.4.9 3.4.9 -1.3 7- 10.9 _-11___. •6.9 -362 5-6.9 -1.3 11 - 18.91:U _ 7&Up 735.7 7&U -1.3 19&up 79-1 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(OM) INFILTRATION PRACTICE R-VALUE With Return W/O Return SPM Air Duct Air Duct (See Table 9P) 4-2-4.9 1.14 1.10 PRACTICE ° 1 102 5.0-66 1.12 1.08 PRACTICE •2 6.7&Up 1.09 1.06 PRACTICE •3 DUCTS IN CONDITIONED SPACE i. 1.00 Io0 (g -3- WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS DBL. WOF GLASS ` ORNT. AREA WPM BASE PTS AREA CLR. ' (9B) WTR. PTS N 35 7. 3 256 N 35 7. 3 1 . 13 289 NE O 4. 6 O NE 0 4. 6 O E 107 -9. 2 -984 E 91 -9. 2 0. 77 -645 SE O -22. 7 0 SE 0 -22. 7 0 S 54 -28. 4 -1534 S 18 -28. 4 0. 96 -491 SW 0 -22. 7 0 SW 0 -22. 7 0 W 130 -9. 2 -1196 W 110 -9. 2 0. 77 -779 NW O 4. 6 O NW 0 4. 6 0 H 0 -28. 4 0 H 0 -57. 7 1 . 00 0 E 16 -9. 2 0. 85 -125 S 36 -28. 4 0. 94 -961 W 20 -9. 2 1 . 00 -184 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2059 326 0.95 -3458 -3276 -2896 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR. PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1719 2. 2 3782 0 0 ADJ. 152 3. 6 547 EXT2X4 R11 1719 3. 7 6360 ADJ2X4 R11 152 3. 6 547 0 0 DOORS DOORS EXT. 86 15. 4 1324 EXT WD 86 15. 4 1324 ADJ . 19 13. 3 253 ADJ WD 19 13. 3 253 0 0 CEILING CEILINGS UN. ATC. 1506 1 . 2 1807 UNDRATC R30 1506 1 . 2 1807 SGL. A8 0 0 0 0 KNEE R19 227 2. 0 454 FLOOR FLOOR SLAB 169 8. 9 1504 PERIM. R-0 169 18. 8 3177 RAISED 0 1 . 0 0 0 0 0 INFIL. 2059 7. 4 15237 # 2 2059 7. 4 15237 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 21178 TOTAL 26263 HEATING TOTAL BASE AS BLT DM HSM HEM AS BLT SYSTEM BSC HSM BS PTS HTS P WTR PTS ' (9H) (9I ) (9J) HTG. PTS. . 59 21178 12495 26263 1 . 06 0. 48 1 . 00 13363 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT, POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 16581 12495 11409 40485 15394 13363 11409 40165 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 WINTER POINT MULTIPLIERS (WPM) 96 WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 ► (A1RAi10 I 0- ii 1 12-.17 .18-.26 27-.35 .36-.46 1 .47-.57 .58-:70 1 71-.83 1 .84-1.18 1 1.19-1.72 1 1.73-2.73 14+ t I E PAN GLASS I N 10 1.05 1.06 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 151 NE NW 10 1.09 1.13 1.20 1.26 1.33 t.39 1.45 1.50 1.63 1.74 184 E W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -405 � I SE.SW 10 92 88 .77 .66 .52 .39 25 .10 -.21 -.48 - 74 S 10 95 92 .84 ' 74 .60 46 29 13 -.24 -.54 -67 iIDOUBLE RNE GLASS "I N 10 1.091.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 t NE NW 1 1.1 1 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 246 I EW___ 10 85 T7 .62 .46 .28 .12 -.05 -.24 -.59 -.96 -129 i SE SW 1 82 .72 .61 .51 .40 .28 .03 -.19 -.40 S 10 96 94 .87 .78 .67 .55 .41 .27 -.29 -40 ►OH LENGTH* 0I 1 h. 1 fl. fl. 3 fl. 41h ft 5%fl. 6%fl. 914 It. 14 it. 201t+ *To select by Overhang Length,no part of glass shall be more than 8 h.below the overhang. OVERHANG RATIO= OH LENGTH OH HECHT _ �. L H L H H 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAMECONCRETE BLOCK FACE BRICKLOG INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR W00� _ NORMAL VUT. LT.WT NOR. WT.1 LT. WT. 0- 6. 12.6 6 INCH __ INC_-- - R VALUE EXTAO fj_ AO T EXT 7- 10.9 _4 2 _. R,VALUE _-� EXT 0 6.9_ 11 1 1QA __Q- 11, 6,8 8: 11.2 11 - 18.9 3.5, 0 2.9 7 .!0.9 4 - 4,9- 7,3- 5.1 1 4. . 1 _3 69 ---} -28_ 11 t2� ._ _ - `3__�;L 7 4 4. 4. 6 1.4_ -_? UQ 1 2 1 t 3 t-- 3 4_ _ ,1•Q 4¢T 4 3.1 R•VA E BLOCK �INCH , i 9 25 9 E 22 _- 2 2 i- i8 0 26 2 2.2 0-2. 7,9 R-VALUE_ EXT 26dVp �_.:.15 _. ..__L5.__.L�L10 i� ; t.7 1 570.29 30 TEEL 1 1.2 i. 7-9.9 38 3 69 22 R-VALUE EXT8 3 0 7 8 t 7 0 69 ! 151 131 7 10 9______7_3__.-_6 6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 12.Q- ___5_7 _ 52 UNDEF ATTIC IN LE ASSEMBLY CONCRETE DECK ROOF ___52 - 49 R•VA E M R-VALU WPM CEILING_TYPE 19•25 9_ �46 44 ,. 19-21.9 2.Q 10-10.9 3.2 R-VALUE DROPPED EXPOSED 26dU 27 26 22.25. L 11 -12.9 2.9 10- 13,9 2.9 33 26- 9 14 13-18,9 2.6 14.20.9 20 - _ 21 _ 90 DOOR WINTER POINT MULTIPLIERS(WPM) •37.9 4 C-1-A19-25.9 2.0 21 8 up 1.3 13 38 3 Up 26&Uo 1. DOOR TYPE EXTERIOR ADJACENT -- - --- - -- 9F FLOOR WINTER POINT MULTIPLIERS(WPM) W000 \154 - t3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION ONCRETE See 903.2 e INSULATED 168 14.5 R-VA R-VA WPM R-VALUE WPM i 9 0- 6.9 83 _ 3-4.9 3.4. 5.1 7.109 3.0 7 3.6 11 -18.9 22-- 7 7.0 73 Up 2.9 19&Up 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE WPM R-VALUE With Return W/O Return (See Table 9P) Air Duct Air Duct _ _ 4.2.4.9 1.10 _-PRACTICE • 1 1 5.0.6.6 1.12 1.08 _PRACTICE -2 7.4 6.7 i 1.06 PRACTICE 1 3 41 j DUCTS IN CONDITIONED SPACE ri.00 1.00 AL ee)6 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 _.____._SYSTEM,TYPE_ HEATING SYSTEM MULTIPLIERS Heat Pump QP- 2,S,-2,62.7•2. 9 1 2. •3.09 1 3.1 -2.4i415-3 69 3-7•Up_ HSM 2 .4 .45 40 - _ 38 , 1.0 ------- Gas 8 Qhgr FQgl1___-_- _HSM_,- __ 1.0 (See Table 9J for Credit Multiplier) PTHP$_Room_Elnit1 _HSMHSM for COP 2.2 ..49 = .63. See above for COP 2.49. Minimums: Central Units 2.7 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Attic Want Barrier H .98 Mupgong_--_- HCM .90 Natural Gas AF-VE .65-69.6 -.74 .7 -.7 •.84 .85•.89 .90-U _NCM - .50 .4 .4 .38 .36 84 77 .72 1 A7 A1 .59 56 Where more than one credit is claimed,multiply HCM's together.Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) _.__-SYSTEb1i-TYPI COOLING SYSTEM SEER 7.8- 8.0• 8.5- 9.0- 9.5- 10.0• 10.5• 11.0- 15- 12.0• Central Units - . 7.9 8.4 4 10.4 1 11.4 11.9 _B ____CSM _.__4 43_ __ .40_ 38 .36 34 32 31 - 30___ __-28PTAC_& RoomUmt _ ­CSM - -�C$M for_EER 7.5-7 7_.46. For EER's X7.7 use multipliers above. Minimums. Central Units 78 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER,and over 13.000 BTU/H 7.0 EER SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDITUL I IE hn F n .86 Mulln 0 Ventilation Whole Anic Raitianl Barrier .95 Where more than one credit is claimed,multiply CCM's together.Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) _ SYSTEM_TYPE _ - HOT WATER MULTIPLIER�. Electr c _EF- 80-._Q1 .82-•Q3 .84-.85 .86- .87 .91 •. 94- .96 .97&_UP Res stance HWM 4183 4081 3984 3891 ( 3803 3678 3560 3450 Natural Gas -EF--- --48-:_42_ 50-6?- _52e5�- 55 •. 9 60. .61- 62& Up__ -_.__ -HWM__. 2259 ` 2185 200 -1936 1870 1807 1749 __.__ _ Other Fuels HWM_. _ _ 4 225 3105 - - 2995 2891 2795 2705___ Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) _ __SYSTEM TYP. TWT RE IT MULTIPLIERS Solar Water Heater _SFi 2 3 .4 ,7 8 .9 1'0 HWCM 9 .7 .4 2 1 .1 1 0 With Air n its n Heat Pump --- ­1-------..___­--- -HWCM 2 58 Dedicated Heal Pump EF-1 -- .4 2 5 2993.0-3.49 - 3.5�Up__ _ ___ I--_ _ WCM H _ 44 .29 v 25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor 'FGrm 9 0-86 must t e subm-t!ea to obtain creo,t for Heat Reco,ery Unt 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK -PRACTICE -i COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRA�TiC� V _ _CQMPLYWITH RA TICE °1 AND THE FOLLOWING: Exterior,Wails and F- - - -.Top platQ.Denetrationssealed. Infiltration barrier installed. Sole plate/floor Ioint caulked or seated. xt nor Wi4 LQ fin _. _Pgn r ions•toin(s and cracks on interior surface caulked,sealed or gasketed. pgtwgrk____-___. _Q ctw rk in unconditioned space must be sealed fue lac ---- -__---- Qutside combustion air,doors and flue dampgrs_ _ E t aujjt FAns _ EquippO with dampers. Combustion devices see 903.210. Combustion Heating Comoushon space&water heating systems provided with outside combusron a:r except d,rect vent appl an,ces PRACTICE •3 _ COMPLY WITH PRACTICES #1 AND •2 AND TH6FOLLOWING: C ihn _ -Infiltration brri r installed. Interior Walls ^_ -Too plate gtnetrations-sealedr kiints&cracksn inr n r walls Ik d or gasketed. Recess Lwhis from ditioned spgce&insulated fromventilated att Ductwork All X located in conditionto Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903 -6- ErIFRG'Z DATA SHM rm S�."L ► .c'�_Rol_ "t " DATE Z prnay 308 ADDRESS L �T "�?,. CN-, _, EPI �1'CI 2I 1. Type Insulation in Walls 2 �} ��?�c�� RAt�£_ P } r 2. Type Insulation in Ceilings 1b R 3. Type insulation for Wood Floors 1\) R 4. Concrete Slab Edge Insulation (7 _U I R r 5. Insulation Around Ousts �:-� � . �• In Condit. Space 6. Type Heating System 7. Type Cooling System �--� (� EER �S 8. Type Hot Water Heater EF 9. Type Glass in Windows and Doors: DC DT SC ST 10. Type Dctaerior Doors _ p Z 'S j W c:>C-)T_-) 11. Are the dimensions of all windows and doors shown?' �/ <e= 'If not, this is required either on floor plan, elevations or in a schedule. 12. Size of Roof Overhang? ' v 13. Ceiling Fans in All Bedroom and Primary Livinq Areas? � (� 14. Is a multi-zone A/C System to be used? 15. Cross Ventilation in Main Bedroom and Primary Living Areas? 16. Is the building oriented on plot plan with compass direction? / If not, draw in on plot plan. 17. Is there a whole house fan (attic-type fan with a CFM Rating of 3x Condition Area?.� 18. Infiltration Package 11 12 13 19. Attic Padiant Barrier? 0 (See 9E) I certify that the above is the correct data used to calculate the EPI on the energy form submitted, and will be incorporated 'in the subject job. Signed z IAO.( TMaNr OF Houma AND 1110111"ogv@WvMv T Plow"Note"AOM NWRATM p�t� FHA Fora ZOOS For eccurne register of carbon copies,form fForm orm Al f3-RO�Ii jW�36-M MwW be *"�a WOW creat• ❑ Proposed Construction DESCRIPTION OF MATERIALS Na (>o be manid by M or vAJ ❑ under Construction P ly, 1884 Beachside Court evY Atlantic Beach SAW Florida MorlgW ar 2120 Corporate lSq. Blvd., Su;_ Contra"or 6WkIMr SFOp► Construction Cwpany Jacksonville, FL 32216 (Nearrl (Adanrrl 1. For editionl information on bow this form is to be submitted,number 3. Work not specifically described or shown will not be considered unlet► .f copies, enc., see the instructions applicable to the FHA Application for required,then the minimum acceptable will be assumed,V brk exceeding nynimun. Mongage Insurance or VA Request for Determination of Reasonable Value,as the requirements cannot be considered unless specifically described, case may be. 4. Include no alternates,"or equal" phrases,or contradictory items.(Con 2. Describe all materials and equipment to be used,whether or not shown on sideration of a requem for acceptance of suint om nvarivs or Opipmtnt is no, the drawings, by marking an X in each appropriate check-box and enterinf the thereby precluded.) iniurmation called for in each space.If space is inadequate,enter"See mise.' and S. Include signatures required at the end of this form. ,lescribe under item ZI or on an attached sheet.THE USE OF PAINT CONTAIN- 6. The construction shall be completed in compliance with the related draw ING MORE THAN FIVE TENTHS OF ONE PERCENT LEAD BY WEIGHT ings and specifications,as amended during processing.The specifications includ, IS PROHIBITED. this Description of Materials and applicable Minimumrt Props y Standards. 1. EXCAMATION: Loam Bearing sail,type 2. FOUNMTIONsi: N/A Foaiv.Comm min ;wvg0 psi 30QO_ 144 bars cont. Foundation wall:material [`nnir-ra+to Interior fouridatWa well:rrtatsrtal My faaadatiou wall N/A Cal~:meoww and sine WA ---.- Pian:material am rsiufooci%- N/A Girders:material and sims ,_N-11% gills:WAMW N/A sawn"eNunnce areaaeq 11f1M Window anNalee N/A Waterprotifing 'Ntaing tlws N/A _ Termift polosion Cni 1 20i s_nn Basrarierdtldus spade:ground oarwr N6kfL@ :insulation N/A :ivuNdatioN nNts f l► Special foundations N^rL= Additional information: WA A 3. CHIMNEYS: Material r`^w i r,a nvQ- X 4 £�ami ng PrM`bricwed Omb oW dal)_ martin AQ 'Mr Q Flue liaing:nrwrid Galy. Metal "eraser flw sine-- Nf 31 14111111M flue sin— all Veno(mwrt t sad siv): gat or oil barer Nick : wsasr heater WA n Additional iakwmation: bi A 4. FIREPLACES type: 55¢4id fuel; ❑gosturN4tg: ❑cinonlnor peeler ori r(u) N,4A Ash dump and clem-m_ NQM ace Firepl :facirig :lifting metal ;hmrW ;M mW— opt lldv.,t...�..� Additional inforrnatian: a MaXtin A A-43 Q- ^GRr["abiQ 5. EXTERIOR WALLS: %od(mom:rood grade,and species 2 syp orner bracing. Building paper of telt Tywak & OSB Board None ;thickaw N A N/A N/A • Siding rig None t� .�A :pe� A ;❑twliq;_�sp.ced expo NfA c..❑disgotWai t env fisnesigN_`_. Shingles N/A :grade .type .sib :upmee�.�':fi-OWWg stucco C-- !inn :thickmaa ": lathes tal �X�� INIA " maw"wmser Sills N A —L-k" Bay N� Ib Masonry: ❑solid ❑faced 53(saneeoed;tont wall thickness A-S •;facing thickness 31d •:ficiog material Cc][Wii na SOCkull ntwrial.-055 -WO ,thick.m 114 •;bonding moiled Door sills Cone!retA Windom sills WWd Liarls, Uv+^i BacaMai r3 QR_ flasldag -- 10"ior wrisces: d-n91—.,.­0I­, coast of ;Nrrwg Adilki"M information, N/A Exterior paining:material NTA ntumbar of cone Gable wall construction: &ksattte as mew walls: ❑ether construction L FLOOR FRAMING: loin:wood.grade.and species N/A ;other N/Abridlgiag N/A ;_N/A Concrete slab: ❑basemen floor; Mint floor; ❑ground wpponed; ❑telf-wpponing;mix 3000 thickness 4 reinforcing $10--6x6 w.m. ;y ;pn N/A ;nwmbr - .006 PoletfiyTene -- -. Clean Sand ,thickwss 8+ •,Additional informstioa:_ N/A - DESCRIPTION OF MATERIAL: 9. PARTITION FRAMING: +S rine..,._.._. . x4 @ 16" 0 Smelt:wood.pads.nd*Kim 2 N/AP.. roe wt rd�pcin� Z tC. wwr NIA AdditiolW mdorewioa: 10. CELING FRAMING: re joists:wood.pub,mod"Was Pre odw N/A N/A A&WOMW wk„t,tion: Pre-Fab Trusses 11. ROOF FRAMING: N/A Rd":wood.rade.mad tptaw Roof ahem(wdaft pads and specin N/A Addltmul infwman. Pre-Fab Trusses 12. ROOFING: W k (�� P1Y _ : solid:❑ • SheadlisS:wood,creels,sad tNc lk235 spaced��- � RodttK Sh r les ;rads sin 12 x 36 ;aP Spat loan --Felt ;weirM w tbicluleee i , an 3601 swift-up waft N/A srrabtr of pun N/A :wricWg ffAw l NIA Q&-26 P{uhiaS:Mond galy,N :/P a we*bt �--:13 awd taopt;❑now Pw* Additmal Wortttatioo: 13. GUTTERS AND DOWNSPOUTS: Guam:tttsterid N/A rare or weism N/A ain N/A :drpe N/A Dowmpows:mnmial_ N/A :pp or weirbt N/A sin N/A :dwp.N/A ;wwbsc Downpwm cowcled to: ❑&arm neer.❑sani"tawr:❑dry-weu. ❑sp"mocks:moww and ais Additioad Information: N/A 1i. LATH AND PLASTER Wb❑wane.❑eeitisp:mwtW N/A ;, or tAickslest N/A pyeyr;ocean N/A _.ryy� N/A Dry4w,g walk Taced. .W Sheetrock ;*kk nt 1/2" ;tmwb Painted Jowl w neeta 16. DECORATING:(P&W. w*49 rpr✓, mac.) Roosts WALL PINM MATNUAt.ANP ANtuATM CDUNo ihww bfATwAt AND Arn.tcAT= Kiubaa Wallpaper Ball wallp-amr or Latex Paint, TPXtl-lroA Latex Paillt odw Addkk"MKIM41 io": 16. INTERIOR DOORS AND TRIM: Doon:type 6 1 cal al ;alatarW mann -o Door trim:type Stock ;RUNS"- F,-- Ras:type -gtiy-If_:mrttisl_El T' _-.:tines::.--.-_ seal t Varni ah nr Paint IfIM..So"& n�`ah nr Coen�1 m,nn.�A�t odw trim#No,W M/fu+esi" N/A - AdditimW inforamion: 17. WINDOWsi Single ;wam Keller ;musrisl Alumi mun :wh Oidma 111 Windows.tops�- Insulate ;❑sub wetrlw;S miano a.top. spring Wim: assriy —n �. Olen:rade �;nYi ;V� T #�r l Wim: typetiV Rilm ;Iltdsnd. ny-n r A&kaA.�� F" T3i-ev -._�..wAMM MM 1AteatllenlriMiNS:type Intim a1 :meterW Y1x11C] Seta�,seasber ..Di,�J4.. ween: twi;gXMU;type�.. N/A ;somber�.-;tcrom clo*wAmw Altalf J m___ Baccom"wbmwn:type No -- - - .mwriM NIA :Know number jli,1A Sero wb.s wAm *--,.::-- Special windows N A Additioad wformatioa: 18. ENTRANCES AND EXTER%FAL: M&M entrance door:"Werial ;width 36a ll :thickwo�-3/4 Paas:amoujol Fl_ :.__:thicknouS/4 Other em&=door• tt @WW Fir ;width-.2 ..-:tb"Mu. -3./8 Pame:mmww Fir ;thicksetSl4 Had flsshial Wood dpp*:type Vint/l ;mad" Alumi num Scnca door:dmckm" N/A •;auraber :w ml cloth tnmwW None storm does:thickens_HIA •;sllmber.N/A_ Combisstion corm and acaal door:thickaen N/A •:mother. A :scan CMM WAWW N/A Shuams:❑bwpd;❑fund. Railiw N/A .Attic lmvm Eaterior millwow Sade and epecin N/A VMM N/A twmbn cow MIA 60 Wooden rush [Yrs - T cul ai-arl Additional wformdiolt: � 10. CABINETS AND INTERIOR DETAI ;lineal feet d shelves N/A Kitchen cabinets. :shelf width " Hall units materiel -.�......- ew tmiu:manerid Wood ap Lam. Plastic adritt� Lam. Plastic Counter : ...- ...--.,.._ Back and and splash Ceramic Tile PWsb dcw*m Sta�La:gr .--._:wtttbsr cosh Medicine cobiasts:maks T awson : wow Al A -- Other cabinets and buih-in kmisuw N ,A 21' SPECIAL FLOORS AND NMINSCOT. LOCAT M MATUMA-COM.BOMLL.NZIL GAOL.RX HRESHOLO ALL BAR NOLRF100L KAdw Ceramic Tile ATL MATERIAL MATERIAL Covera e rarAmif- Alum N* Alum Wood —Coverage Wood LOCATION MATWAL.C010a.BOROaR,CAR Sita.GAOL.Ev. B.Ih � - ceramic Tile Walls Oven Tue �pyF� BN)Noonh aooseaoriaa: ;wAv rialsteel ;w skierNom;❑Attached;mEEErw steel as al aPLA Additional inlormaies' N/A 22. PLUMS": FucruaE Numm LOCATION MAU MFR'S FIXTURE Io wnFICATION Nn SIZE Cash sink 1 Kitchen E ka t.- 1, Meory 4 American S 1 x wy„c 3 American Standar 3121.20 i erhalb 2 American Standar 1305.481 x Shower over tub✓ Stan*AW✓ ✓Mtwum red ✓❑Door O shower pan:rAww *UK apply:❑public;MkowaialWy eyearm;d iadlvidwd(priwr)tywm.* saweM diaposel: ❑pAlbfic;�corwnwnhiry ayetam;❑Mhdividwl(private)tdatata.• *SMF W dwriM kaw wl J)MO N cor4"dew in ap"M dmw w rN VWC(Pentlawaccooft p r"Itinnnaw Howe drain(inside): O east iron;O tile;O a6w pyr HUM MW(WASWI): O pat icon;O tile;O oder PVC Nor pipir#: ❑plvawind Neel;O copper whips;O odwr N/A Sill cachet,umber-__BLA Doranlic w@W how:type Fl cr+-ri r ;mom am modal stat- CV 42 20 Wh. KV rias. Stomp teak:mMsrid M anc T.i riPd' Strp1 'b""'equ Recovery om Earvics: ❑utility company;O lip.pet.ps;❑other_N/A equity 4 -�-�pilau ibod%amus eowncl d to: ❑atam sewer;O unitary wwer;O dry well. melte and.total N/put ice' O 000wes;D baro know shlmp amp: cepwi4' im_ N/A 2& NEATMP . ❑Ha.newt. ❑steam. ❑Mtpor. 0 ow"O wham. ❑'ho-pipe,weawn. N/A ❑ ora Nadin . O Cawvwwm ❑Bmla wd radiation. Matra std rnwdal PAUN pant:❑raw;❑mu;❑coal%. Pani chit:meww ❑Circulator. ❑FAMM pampa Maks and modal-- N/A Boiler:wAka and mom N/A Output Bah.;set ratilhs Bann A"dawlll latorrntiow: A Nara air:C]Gravity. 19 For . 'type at ayaam Electric Heat Pum Air Conditioning Duct mstarid:apply Fiberglass;nftm Flex FiberglAWMae Flex Fibez c, 1 Fvnvw: make and modal Carrier 38QN036 40QB042 X40,000 Bath wtput 40,000 Additional iafornhstion: N/A IVA ❑Space hamr;❑floor tarawc;O wall heater. Input N A BOA.;outpat N/A Bah.;camber unite a control rhe mend typo--Honeywell 2 Stage Heat & 6o 1— Additional N A Pad:n cad;❑ail;❑pe;❑I .po.to;13alactric;13 &W N/A IWO qty Amwohtal idornmion: N/� Firias egnipnhewt hhrnialhed wparmly: ❑Oce burner.wwverEionN peA O sww:hopper w b.hod O :b Oil burner: O pmwm storniz4-.O vapo :i nas / Mahe std modal N/A CMAW N/A Additional iwiormNiow: Ebctric hw' syEtem:type N/A 4 N A Pau: alta;cow Additional information: %fnniletias agwiptnnt: new In.make and modal N/A kWh""be"ba,lower and andal G.E. J.N. 334J dM Odrr wou s.venk au s.or codiy agaipnrat Nutone 200 CFM (if required) DESCRIPTION OF MATERIALS 6, INSULATION: Locwnow THicKmLs; MATMAL.Type,AMD ME7110p OF INSTALLATION VAPW PAd Ceiba{ " lars R1_9 wan EgKr Floor N HARONNRE:(dam maWW,and Kwikset - Brass Fil ash SPECIAL EQUIPMENT: (State nwtedW or mak^model and gwnt/ty. Wuds only squipnwN and api 18no"whkh are moble by/cal law, custom and applicable FNA standards. Do not Include Items which,by.eabliand GUAVA*-an ayppllrp by ooc mm%ad when he wcates remises or chattlee prohibited t law Mom bomnkv Mow �te SW Kitchen Range - G.Es J.BC. 16 G.H. Dishwasher G.E. GSD 600D Discosal G.F.C. 300P Ranae Hood - J.N. 334 J w/duct :7. MISCELLANEOUS: (Describe any mein dwelling materials,equipment,or construction Nemo not shown elsewhere;or use b additional information when the space provided we inadequate. Alwep r"mnce py item number to tp n Porde this Iiorrn f 1) C`ax=t thrrarahnut excnnt k i trhAn_ ba hs, ch whiare ceramic1 e. used on z1 — _ & all Woad s riDc onfl 31 T ntcri nr ria i nt 1 cal ar_ � 4 j r k t i nna 1 �aa 1 1 paper iota+-- 1 al fn k i fnhen e_ 2 ha`hs PORCHES: NA TERRAOES: N A GARAWS: See Plans NMLO AND DRIVEMYS: Driveway:width 161 :bus=WW Sand ;drickaeee S req• •;wrbciv n aro Concrete ;dricknm 4 • Frac waW width '3 :mwrial Concrete ;thwitane_. "�•;serrbe wdt:ww& N/A :a wont N AN�. Supe:mwrW N/A :mode N/A rinnN/A •.Cbekadb N/A OTHER ONSITE IMPROVEMENTS: (SPK'(&all emnor Davits uwrorwaa w ow described ehew*rre, i"clydiq ireau swh as w wwrl trodiat,diaiaars snacarm,rsmift wally,j mmv,M*P,aW accessary sffwlwlfa) N/A LANDSCAPING, PLANTING,AND FINISH GRADING: Topsoil N/A 'thick:❑two ynd.❑side yards;❑rut ywd io bey bakW meis bsik im . Lawns(seeded,sodded,or sprisgtd):M from yard Sodded ;�ide W* Sodded um Sodded Pw":O r specified std shown a drwriye;gars(Wim: 20 plants and assorted shrubs. Sheds uses.decldaow •calipet. B"Wsma usm 10 eta (b5"A P SHOWING SURVEY CSF .ot 2 Block I As Shorn On Map Of IS RECORDED IN PLAT BOOK PAGES THE CURRENT PUBLIC RECORDS OF MAL COUNTY FLORIDA '2 TATE FOR SCALE M 46.•.._._._.— r Map _ 0 .L ra T- L Or .. qa 0 0 t r eo p- } �• rl.l,jt• �r �.r, 1 CITY OF ATLANTIC,.,BEACH APPLICATIorJ, FORLurI13ING PERMIT '• ` LOCATION �� •.� .i^c.�-�.�.�t-',''�,C� � fHJ{? `(„ •f��' ,� t PLUMBING CONTRACTOR :�'• '�, 'fi„ LICENSE NUMBERS �l L . r �'•'�rr�. OWNER '' ' " BUILDING CONTRACTOR ;t}' i,�; TYPE OF BUILDING +t, . j. SINKS i 1 , SIrOWERS LAVATORY1' WATER HEATERS , r N:.I', BATH TUBS i ' , DISHWASHERS �� �;.� •; URINALS DISPOSALS ' } CLOSETS WASHING Au1CHINE FLOOR DRAINS s O'I:HER 1r t c . . i. ' ..� • 1: '�ift;� is •TOTAL FIXTURE -COUNT t r r1 t!�il`�,� .,' I . � r 1, t ,. 1 i.•+,t:•a', ,. t ,.'•;. ' ''j } i,l'�,1t%yl;�l. r, I , ••'. • ''1., 1. lj�. rtil7�� 1' ► �'1 s f 'INSTALLATION OF PLUMBING AND FIXTURES MUST', BE IN ACCORDANCE WITH `'►�''�ri"';� ! ' �'` �,�' '.'•1_.,Il is t' , i ! r' . , , .% i!��t''I{'�•y 1.•, �. ` I r t, r r ,,1l1E MOST RECENT EDITION OF THE 50UTIICRN :STANDARD PLUMBING CODE. 'r;;!�I. ;�:,'' •;;'1 .i •'; �'� '.1,11 �.`' �� tV •`' � ��r�,�4:�'r , �''• is • , i 1 , , :1,1... ` .i r t, .,. � 11 ; '; ,`! � r i, 1.1• i' ' �f tf Irl � •r � ,. '!s Iy �� .I,,;ri I I DEPARTMENT OF BUILDING 9785 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. i PERMIT TO BUILD '419675 T THIS PERMIT MUST BE POSTED ON JOB7 7 16/14/11 Date June 7, 19 88 •�1 C C 77 IJ ! A 6/14/n Valuation$ 94, Rpt_7A Fee$ 33975 COCA This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that SEDA CONSTRUCTION C has permission to build SINGLE FAELLY DWELLING Classification RESIDENTIAL Zone If Owned by SEDA CONSTRUCTION Lot_ 2 Block S/D BEACHSIDE J House No. 1884 BEACHSIDE COURT According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 1 D x-10 0 Building material,rubbish and debris 34 from this work must not be placed in public space, and must be cleared = up and hauled away by either con- tractqy or owner. tl mg Official. I. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER l 00* �A (Maly CITY OF ATLANTIC BEACH JUN APPLICATION FOR BUILDING PERMIT Building and Zoning Owner ',10, Address_ )_�C1_ l',t�AtGr`iipJ_phone_/ --- '- -------4' ------- ----- Architect _LijIL�-j ---Address--------------------zip......phone....... Contractor---------- - Address __________zip......phone....... Contractor's License--nu-m--e-r_ 6 _- 1 �yg-cfgT_expiration_ Block or Section2 ___ ---- 1Subdivision_-6 IL,2fi.....Zoning........ -StreM 1 et between--_ and 1_ -___------side........... ; ------- --- ---------- - Type Construction -----No. Unite----------No. Fireplaces___ R Purpose of Building-----'�� '� Est. Valuation ------- - - -- ------ Utility Method - Water_Z;7� ___-___ Sewer-(:�4L______- Dimensions - Building__ y` _ Lot - ____Size Footings_' zo___ Sz. Piers____________S ............ Distance $fan Sills_________ ___ Sz. Ceiling Joists 110 ___Distance on Centers__ ` ___Greatest Span_ Sz. Floor Joists /b� ��___Distance on Centers ��ijTGreatest Span_,___ Sz. Rafters _________Distance on Centers---------Greatest Span_______ --i.l Method of Heating 16 or Filled Ground ____Roof__________ Flood Zone-------If located within a FLOOD HAZARD ZONE complete page 3 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 AW R O V E D a part hereof, and in accordance with the building regulati CPg FATLANTIC BEACH Atlantic Beach. The contractor agrees at its expense to pramId®NG OFFICE the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, ,jj_* drain said right-of-way to City specifications. B'. Signature Owner___________I __________Date Signature Contractor_ /& Date_ -_y-4 0 page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: ............................................ Flood Zone: ----------------------- Required Lowest Floor Elevation:--------------- If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. APPROVED CITY Gr ATLANTIC REACH BUILDING OFFICE COMMENTS: JU1 ^3 B� Applicant Acknowledgement: I understand that the iss ce of this permit is contingent upon the above information being correct and that the plane and supporting data have been or shall be provided as required., I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date-L/0 -4--r4f__-Applicant 's Signature_ � ---------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation Survey Filed Filed with Building Department --_----_-_- ----------------------------------- Building Department Representative page 3 r City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee ` 1 FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CI'T'Y WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDIAT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. i __jj_BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH l Z (e) TUB OR SHOWER STALL (6) ___iWATER CLOSET' VALVE -----WATER CLOSET, TANK OPERATED (4) -7 PVALVE OPERATED (8) _____BATHTUB/SHOWER (2) G- -----URINAL iWALL LIP (4) _SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN ( 1 ) -----SHOWER STALL DOMESTIC (2) _____LAUNDRY TRAY (2) I LAVATORY (1 ) , ____' COMBINATION SINK AND TRAY (3) 1 ____LWASHING MACHINE (3) _____POT, SCULLERY SINK (4) ____ DISHWASHER (2) Z WASH SINK EACH SET OF ; FAUCET$ (2) KITCHEN SINK (2) _____DENTAL 'LAVATORY ( 1 ) _ KITCHEN SINK WITH WASTE i GRINDER (3) !DENTAL UNIT OR CUSPIDOR (1 ) _____BIDGET (3) _____URINAL STALL, WASHOUT (4) _____FLUSHING RIM SINK (8) __-__COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET i BLOWOUT (8) _____DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) ICE MAKER ( 1/2) ---- WET BAR I (2) I TOTAL FIXTURE UNITS _ Cg _ @ $20. 00 EACH JOB INFORMATION _� __ __ ��J//1✓ I Address �Tq Heated Square Footage 1 @ $ b'57v per sq ft = $ p l Garage/Shed �" @ $ �5Dper sq ft = Carport/Porch @ $ per sq ft = $ 3 Deck _ @ $ per sq ft = $ Patio � � @ $ °--r _per sq ft = $ TOTAL VALUATION: $ j -70 Tota Valua ion 1st $ Re T ander Valuation I.— per thousand or - -------------------------------------portion --thereof Total Building Fee $ / ADDITIONAL PERMITS and/or FEES REQUIRED ; + k Filing Fee $ /) Fireplaces @ 15.00 Mechanical $ BUILDING'PERMIT FEE $ ------ P1urrbing Electric/New ------------------------------------------------- Electric/Tarp Q �'S BUILDING PERMIT $ Septic Tank � Well WATER METER CHARM $ Stsimnirig Pool SEWER IMPACT FEE WATER IMPACT FEE $ Sign Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES oWILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -IN NUMBER IMPORTANT —Applicant to complete all items in sections I, II, III, and IV. I' 8g- 4800 y s/ad `- 1' LOCATION Street Address: OF 18,sn� sere Intersecting Streets: Between 40* And G1 BUILDING Sub-division 144/0t*61,m II. IDENTIFICATION — To be completed by all applicants 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 attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor(Print) ,fir Ay A„ Master 7/7. Name of Property Owner S12,0A 06AJ1=PXK 0 Siynafun of Owner Signature of or Au .ized RelentA"MArchitect or Engineer fd 111. 694ML INFORMATION A' Typo of hiparting fwl: EI. IS OTHER CONSTRUCTION BEING DONE ON Ek+chit THIS BUILDING OR SITE ❑ Gas—❑ LP (3 Natural ❑ Central Utility IF YES, GIVE NUMBS,' CONSTRUCTION O Od PERMITU\J p Other — Specify IV. MICMANICAL EQUIPMINT TO K INSTALLED NATURE OF WORK (Prorwe complete list of components an bad of this form) i sidential or El Commercial IrHe t ❑ Space C) Recessed O RecessCentaal O poor : New Building Air Conditioning: [3 !:I Ce Room ntal 13 Existing Building t System: Material Thick /;/2 ❑ Replacement of existing system Maximum capacity ! c.f-m ❑ ` New installation(No system previously installed) O Rrigaation ❑ Extension or add-on to existing system C] Cooling tower: Capacity "J% ❑ Other— Specify Q Fire sprinklers: Number of hwds. El Elevator ❑ Monlift ❑ EWAN% (nsrelber) THIS SPACE POR OFFICE USE ONLY ❑,;Gasoline pumps (number) ( d1 Tanks (number) Remarks Q LM containers-_(number) 0 Unfirod pressure vow O 111161191111 Permit Approved-by Dells Q Oilier —Specify Permit tom. Hffr ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capes beat TJtdNo DMcrlptfolt ltodtl Number atinutaaturar (Tongs A 17Vj2 7"AAAIC -_----� rCRMIT NO. V KU' n PERMIT TO BUILDS 7/1 PY11 lJ THIS PERMIT MUST BE POSTED ON JOB •� 'r 9!`�� Date JUNE 7, 1988 l l Valuation$ Fee$ 44.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Gr mms Heating anA A i r RA0022849 has permission to bol INSTAT L HEAT SLAC Classification RESIDENTIAL Zone Owned by SWA Lot 2 Block S/D House No. 1884 BEACHSIDE COURT According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. ! PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE O Building material,rubbish and debris ` 31 from this work must not be placed in public space, and must be cleared up and hauled away by either con- trac r or owner.. �G ding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL I SEWER WATER ,''wlYlllj° DEPARTMENT OF BUILDING (� Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 9 7 8 7 PERMIT TO BUILD 4 THIS PERMIT MUST BE POSTED ON JOB Date JUNE 7, 19__.8" Valuation$ Fee$ 4R 511 141.50 T I This permit not valid until above fee has been paid to City Treasurer,and is 41 t 50N.T subject to revocation for violation of applicable provisions of law. j 5/20/0 . This is to certify that CLAUBE RACOBS �+r—4 6. f has permission to baw INSTALL PLUMBING Classification RESIDENTIAL Zone Owned by SEDA Lot Block S/D House No. 1884 BEACHSIDE COURT According to approved plans which ate part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4---------10 4---�' O Building material, rubbish and debris i from this work must not be placed m public space, and must be cleared up and hauled away by either con- tracto r owner., Bu' g official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER i , i 1 1 APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE 1 I By, jqi 37 0 23 �'�� x.3 '8cu CD " . cul N f i _ , 0 T 23 ' x" APPROVED CITY U BtW_nihc �-Ir'E JUN 1 7 JOB: LOC: scute slur• 106: 7574 SEOA PLAN 188 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. -Op CHORD 2X4 SO. PINE •2 DEN 19X TC X—LOC L—R: , 8,29 5.26 9,58 13.74 18.71 cz7 :OT CHORD 2X6 SO. PINE •1 DKD 15% C WEBS 2X4 SO. PINE •3 19% BC X-LOC L-R: 8.29 9.58 14.71 10 WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN SINGLE CUT WEB t-TC: 1 .3 BC:2 �. HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWINGS W183 AND W184R FOR OVERHANG DETAILS. a) .LL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND W OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. F' EE.ORAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - v W O "HIS TERMINAL GIRDER WITH 9'6" SETBACK IS DESIGNED TO SUPPORT ' CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD SND 916" CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION, 'HE OPPOSITE FACE SUPPORTS 2'0" OF LOAD SPLIT TC/BC. THE DESIGN Y T dV C CD �' L )F ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. $L :ONCENTRATED LOAD FROM EACH HIP RAFTER IS 1113 LBS. -j-r3 hvam (iso ,�gi-41Y�J vtle, gion� `9C 35 14 14 5.00 5.OD 212 212 27 9-6-0 9-6-0 19-0-0 OVER 2 SUPPORTS R-23240 Y- 3.50' R-23244 V- 3.50' -RTE TYPE--YOODLOC SEON--276396 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.3.2 SCALE -0.375D = o c C C C � REPINE ENGINEERED ►RooucTs, INC. WARNING INU�EHRNOLING,REEXTREME ERECT21/88 IONANOTRMSESE DESIGN CRIT REF -- _ I MPORT RNT** 9+RLL NOT eE RESPONSIBLE FOR Alli C C G DEVIATION DESIGN OR ANNYFAILURSPECIFICATIONS BUILD THE TRUSSDINICTION FROM ONFORrWE COMNIENTANTERNO R CMMNOATIDNSY�I). SEE ,.4.0-' ONC,�gO;� TC LL 30, PSF DATE / CI C C PITH THE `DUALITY CONTROL PFWJRL'BY TPI, ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- i Q•:��I'iAY 11•,••f�i TC DL 7,O PSF DRVG HCUSR159 66173021 C C C ARE M UFRCTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENTS. UNLESS OTHERWISE NOL I C OTHERWISE SHOWN, MEETING REOUIREMENrS OF ASTM RRRB GRADE R. SHOWN, TOP CHORD SHKL BE LATERALLY BRACED i �� i BC OL 1 0.0 PSF HC-ENG C APPLY CONNECTORS TO BOTH FACES AT EACH HINT RN)LOCATE AS YI1M PROPERLY ATTACHED PLYY000 SHEATHING, i� � TOT.LD. 47.O PSF 0/R LEN.TRUSS 1 -O C SHOWN. BEARING WIDTHS ARE R'NOMINAL UNLESS OTHERWISE SHOWN. BOTT01 CHORD WITH RIGID CEILING OR BRACING :�`.�•, pR10�;.•••� _ -NTRUSS DS STAND-TPI 1OS CONF� WIT" APPLICRILE PRDYISIOW OF AS SP CIFIEDTH ORE DESIGN. r0D0 NOT LLLMTHAis u. to E..... ' OUR.FFc. 1 .33 PITCH 5.0/12 .C. C O' C C ,•-TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SMIFICATION FDR WOOD CONSTRUCTION SPACING SEE ABOVE TYPE C OMN-- rMLrANLli rK,M -UMeUILK 1NYU1 (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD ;2X4 SO. PINE •2 DEN 19% TC X-LOC L-R: 8.29 6.83 13.37 n :OT CHORD ._I 2X4 SO. PINE t2 DEN 19X WEBS._ 2X4 SO. PINE Ira 19X SC X-LOC L-R: 8.29 6.83 13.37 .LL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB +-BC: 1 Ln OP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. :EE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.- REFER TO DRAWINGS W183 AND W184R FOR OVERHANG DETAILS. 03 W C3 co rfUaUCCa rye K-I GRWGER & SONS, IN( I18oDDS,,�� r M Aveuue 34 `� 781-411Z6 12 12 s.00 5.00 24 24 13 s-l0-0 s-10-0 13-8-0 OVER 2 SUPPORTS R-616Y it- 3.SD- R-61611 Y- 3.50' LRTE TYPE--WOODLOC SEON--276393 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.3.2 SCALE - o.SDOO C P 0 O Q ALPIHE ENGINEERED PRODUCTS, INC. {j TRUSSES REQUIRE EXTREME CARE DESIGN CRI]3F REFR157-=- = E*IMPORTRNT** SHALL NOT BE AESPONSIBLE FOR ANY ARNING IN W#aINC, ERECTION Rw �.. ••••.. = G I� � DEVIATION FROM THESE SPECIFICATIONS DR ANT DEVIATION FROM BRACING.SEE 'BVT-76-,!BRACING NOW TRUSSES! ••'GOON B. TC LL DATE THIS DESIGN OR ANY FAILURE TO BUILD THE MASS IN CONFORMRHICE COMMENTARY AND REMOMENOATIONS •iP!). SEE ��a•'jF 'e'D C7 o G] WITH THE 'oMRMLITr CONTROL 1W)11NR'r PPI. ALPINE CONNECTORS THIS OESICH FOR ADD[110NiY SPECIAL) PERSEE �' Pt M1'j a% TC DL ORYG HCUSR159 88173016 i4C3 p != ARE MAMfACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS WENT BRACING REOUIREMENTS. UNLESS OTHERWISE p• ? N0. 4;,yam'= BC DL HC-ENGp OTNERYISE 610YN, MEETING REQ)IREJENfS Oi ASTM R4Y6 fR1f1l>E A. f!R)YN, TOP CHDito 4HLL BE LATERALLY a2'Eo ar •RP►Lr COMECTORs TO BOTX FACES RT ERCII HINT R!D LOCATE 0.S PITH PROPEtLr ATTACHED PLYWOOD SHEATHING,HERWISE SHOWN. �: TOT.LD. 0/R LEN.DESIGN SRROM R( DI�ORM VITIH APPLICABLE AL UNLESS TPROVISIONS OF LIST SPECCIFTOM FIIEDWfON DESIGN. 00 NOTT USE 1HTH RIGID CEILING OR I I4S,f�v '•:� �..•••V�'•NDS AND•TrI !PCT). DESIGN PITH FIRE RETARDANT TREATED LUMBER. �'��Atvf0'E11 --" SPACING PITCH CO N�j12 �.''•� •�.G •--T►1 - TRUSS PLR7E INSTITUTE, MDS NATIONAL DESIGN SPECIFICATIDN FOR YD(X)CONSTRUCTION -`�u.u++•"' J.'',i. 0-10?)"Y lOBs 7S7A SEDA PLAN 108 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. r0P CHORD 2X4 SO. PINE #2 DEN 19X TC X—LOC L—R: 0.29 5.71 iOT' CHORD; 2X4 SO. PINE t2 DEN 19X C WEBS2X4 SO, PINE •3 19% BC X—LOC L—R: 0.29 5.71 %LL2;'PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB •-2 ENDS: 1 U1 rOP TOBOTTOM• EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. U1 ;EE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. CO o, W O N O by rIUtILLCMG�l IN` d. ;. GRANGER&SONS, I180 South -4116 Avg phow 7$I-4116 1 c11e, �aridx s 13 5.00 2-10-3 24 23 G-O-O OVER 2 SUPPORTS R-2561 Y- 3.50' R-2561 W- 3.50" LATE TYPE--W000LOC SEQN--276395 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR NEW 13.3.2 SCALE - O.SOOD M� C G O O #� ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REFR159--6607 IMP0RTRNT*f SHALL NOT DE RESPONSIBLE FOR ANY WRRNING IN HAHDUNG, ERECTION ANo Ar= OEPIATION FROM THESE SPECIFICRTIONS OR ANY OEYIATION FROM BRACING.SEE 'OYT-76',MAKING WOOD TRUSSES: G`�N,g•,•�'•. TC LL 30.0 PSF DATE J J TH[S DESIGN qt RMT FAILURE TO BUIID THE TRUSS IN COIFORt7riCE LOPWIE))TARY AND RECCPRENOR1lpS-•LFII. SEE . .1l •'Z)F► ''�'PO'� rtTH rHE vur to coNraDL rr}uAL•BY iPl. REPINE CONNECTORS rHls OEstGN FOR POOtnoMiiL SPEctRL PERtWi- jar t�',��; : TC OL 7.0 PSF ORVG HCUSR153 88173020 ARE PF"FALTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS WAY BRRCIPR;REDUIREMENTS. UNLESS OTHERWISE : i ;�2 OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASIA 8446 GRACE A. MN. TOP CHORD SHILL OE LRTERALLY BRACED j • ' N 7� _ • : BC OL 1 O.O PSF HC-ENG APPLYCOmECTORS TO BOTH FACES RT ETCH HINT IMO LOCATE AS WITH PROPERLY ATTACHED PLYrODO SHEATHING, R�1 v TOT.LD. 47.0 PSF 0/R LEN. 6-O-O 7RUM sHDW MSEARING rDam �toCONFORA THS MRE�rIIH'"`aFPPLIL` ABLENLESS DTaisIM> orAS TrOM E�IFImr)ow ROESICNIGID �(OO PAT LING USE 1X'15 ' , !?jO• :��'� OUR.FAC. 1 .33 PITCH 5.DJ12 •NDS RND•T►t tPC1). OE5I01 WITH FIRE RETARDANT TREATED LUneEA.•••T►I • TRUSS PLATE INSTITUTE, NDS- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0 0 TYPE MONO-- IOBt 7569 SERA PLAN 188 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SOP CHORD 2X4 SO, PINE +2 DEN 19X �fTC X-LOC L-R: 8.29 4.83 8.42 12.88 15.58 19. 17 23.71 n IOT CHORD. 2X6 SO. PINE +1 DKD 15X WEBS. _ 2X4 SO. PINE •3 19% BC X-LOC L-R: 8.29 4.83 6.83 8.42 12.88 15.58 19. 17 t 23.71 (0 WANE, * KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN Ln HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2 COMPLETE TRUSSES REQUIRED t tLL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND FASTEN TOGETHER WITH : 16D NAILS 03 'OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION, TOP CH ------------------ 16. O.C. v :EE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." WEBS ------------------ 4" O.C. STAGGERED BOT CH 18" O.C. O : INGLE CUT WEB *-BC:6 ;2 ENDS:1.4,8, 18 NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAYBE SUBSTITUTED 'r FOR (2)-16D NAILS IN BOTTOM CHORD .ONLY. :ONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS .Y TRUSS FABRICATOR TO INSURE PROPER ERECTION. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM ONE SIDE--13' 8" OF SPAN FRAMING TO THE BOT CHORD .LL NAILS SPECIFIED ARE COMMON WIRE NAILS. OPPOSITE SIDE-- 2' 8" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 287 PLF THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED OAO(S)-WHERE SHOWN. YroQuCed by 13481 FROM 88173017 � J. GRANGER 8t 3ROVIDE S-LUS26-2 HANGER IF SUPPORTED GIRDER IS 3" � Lane THICK OR Tjso Wu � as: 44 pb� '86°e'nue Jacksonville, Florid, 24 310 36 35 5.00 �5.00 27 35 24 44 24 68 35 26 I 28 35 j 12-0-0 12-0-0 24-0-0 OVER 2 SUPPORTS R-5462# VI- 3.50" R-SG934 Y- 3.50" LRTE TYPE--WOODLOC SEON--276394 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY L3.3.2 SCALE - O.2SDo O O O C� G #PINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE El(TREYIE (YiRE DESIGN CRIT REF R159-- C= SKLL HOT sE REW041BLE FOR RNT WRRNING IN wwatmG, ERECTION AND . �pN e�e'•• C � I= DEVIATION FEW THESE SPECIFICATIONS 011 fWYY OEYIRT(ON FROM NKING.SEE '8YT•76•,!BRACING WOOD TRUSSES V AO•••t TC LL 30.0 PSF ORTE N�.•SUFI'.., 06/ C- : O O THIS DESIGN OR RNT FRSLURE TO(WJILD THE TRUSS IN CONFORTi1NCE f01WENT11gT iNO AEC(W'R'IENORTIONS-OTPI3. SEE * w•' #•�C�' /T,.;S•T G C [� WITH THE 'O{IRLITT CONTROL PWWiR'YT TPI. ALPINE CIWaECTLMS THIS DESIGN FOR fD0[TIONRI SPECIAL PERttq- ;� '� TC DL 7.0 PSF DRVG HCUSR151 68173019 � C G7 G RRE PiNIIFRCTW£D FROM ZD CRUDE GALVANIZED STEEL U11ESS MEMT BRACING.REWIRETIEIITS. UNLESS OTHERYSSE ��__•_,,E • I o OTHERWISE SHOWN, MEETING REOJIRE1ENrs a R9TR TNRi GRADE R. s►aYN, TOP C11oRo SHALL 8E LATERALLY pRRCEo i' BC DL 10.0 PSF HC-ENG s:cWw. iCTORS rc WIDTHS FOE w , io+INrt uNLEAT EWA s JOINT POD sr�aw IOTT[>tT CWRDAS 111rd �YITNrTggI6EI0 CEILING OR SHEATHING" BRACING '! TOT.LO. *` 47.0 PSF 0/R LEN. 24'0-0 t= DESIGN STANDARDS C0WORN YITN APPLICABLE PROVISION& OF AS SPECIFIED ON DESIGN. W NDT USE THIS C�sIFRED E '�r•. DUR•FRC. 1 .33 PITCH 5.0712 .NOS RND.TPI IPCT1. DESIGN WITH FIRE RETARDANT TREATED LIXIBOI. :Cas c=t.rc�1 a @--TPI • TRUSS PLATE [WSTIME Nos •1ATtOMlL DESIGN SPECIFICATION FOR Yt)10 CONSTRUCTIQN SPACING SEE ABOVE TYPE CONN-- OBt 7551 SEDA PLAN 106 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2X4 SO. PINE #2 DEN 19X TC X-LOC L-R: 0.29 6.31 12.00 17.69 23.71 cZ7 ,OT CHORD 2X4 SO. PINE #2 DEN 19X WEBS - 2X4 SO. PINE #3 19X SC X-LOC L-R: 0.29 6.31 12.00 17.69 23.71 U) ,LL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB #-BC:3 ;2 ENDS: 1 .5 .Ul - OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. (DD :EE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. ' REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. 07 CO V W s 0 rroduced by H. J GRANGER& SONS, IN( I180 SOuth Line Avenue PhOne 781-41 x6 Tacksonville. Floridsr 34 24 24 12 12 5.00 5.DO 25 25 13 47 13 12-0-0 12-0-0 24-0-0 OVER 2 SUPPORTS R-11018 Y- 3.50- - R-IIOiR 11- 3.50' LATE TYPE--WOODLOC SEON--276387 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.3.2 SCALE - 0.2S00 0 C 0 t� O ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT FR%IGH o o M= #+�IMPORTRNT#f sMW4L NDT BE RESPONSIBLE FOR ANY WARNING tN WAMING, ERECTION PAO . GjON B' •.. DEVIATION FROM THESE SPECIFICRTIONS OR ANY DEYIRTION FROM ORRCING.SEE -60-16-,(BRACING WOOD TRUSSES: �� Bp�� TC LL 30.0 PSF DATE / C Q C= THIS DESIGN OR ANY FAILURE TO BUILD THE TR/SS IN CONFORMANCE COMMENTARY W RECOMMENORTIONS-071) SEE `�''{,•tIFT�•' � S C7 C= C= WITH THE *DUALITY CONTROL fMR)UAL'BY TPI. RLPINE CONNECTORS THIS DESIGN FOR POOITIOtAL SPECIAL PER:MR- ;•fit,+f✓(jN TC OL 7.O PSF159 88173014 r= M� C= ARE MANUFACTURED FROM 20 GAUGE GRLVR/IZED STEEL UNLESS WENT GRACING REOUIREMENTS. UNLESS OTHERWISEN0.C= OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM RV46 GRAS R. SHOWN. TOP CHORD SHALL BE LATERALLY BRACED i • • BC OL 10.0 PSF fp►LY COMfCTORS TO BORN FACES RT ERCM A1NT RD LOCATE RS YITN PROPERLY RTTRCNED PLYWOOD SFfRTH1NG, � TOT.LD. �7.0 PSF2�-Q'Q SHOWN. BEARING WIDTHS AIE 4'NOMINAL UNLESS OTHERWISE SOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING �C�•. �IjI��•.•���t:ENospHpS�TRPI IP°Scncvra+M WtTN PPPLtcABLE AMtOYtsIONs OF o�ES1Ii/ YITH�IRE RETRRON soHwT TREATED NUT LUMBER'S 4to t '� OUR.FRC. 1 .33 5.0/12 C •--T►I - TRUSS PLATE INSTITUTE H4S • NATIDH11i. DESIGN SPECIFICRTION FDR Y000 CONSTRUCTIONSPRCING 24.D 0 M N-- 108: 7561 SEDA PLAN 108 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD , 2X6 SO. PINE •1 DKD 15X, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.52 6.24 10. 14 13.86 17.76 28.48 ;OT CHORD 2X4 SO. PINE #1 DEN 19X 23.71 :WEBS : 2X4 SO. PINE •3 19X BC X-LOC L-RT 0.29 3.52 6_ .47 10.14 13.86 17.53 28.48 tn T1-2X4 SO. PINE •2 DEN 19X : 23.71 SINGLE CUT WEB •-2 ENDS: 1 .3,5.7.9. 11 CD 10 WANC-'KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 0c0 r LL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED w' OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. PURLINS SPACED AT A MAXIMUM OF 24. O.C. O. EE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." U1 REFER TO DRAWINGS W183 AND W184R FOR OVERHANG OE7AILS. cI.J G prod 4ced GER Y rrso S() t1l &SONS SNC Pb�e 78z-4 Lane `weaUe Tac�00WIle•r -fr6 nC1A M1 24 2 55 212 35 55 I2 24 5.00 5.00 TI 35 35 TI 13 39 13 510 39 13 35 35 2 IN,TYP 2X4 WEDGE TYP. 7-2-D 9-8-1 7-2-0 24-0-0 OVER 2 SUPPORTS R-26068 Y- 3.50' R-26068 4- 3.50' _RTE TYPE--V000LOC SEON--276388 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 13.3.2 SCALE - 0.2500 C= 0 0 0 o PLP[NE EHGINEEReA PRODUCTS' ENC. TRUSSES REDIIRE EXTREME CARE DESIGN CRIT REF -- o G o **IMPORTANT** sHAu NOT of RESPONSI0.E FOR AN+ 11RRNING IN HW/DLIrrG, ERECTION AND ..••••••••. O o o CTHISRTION FROM OESIGN oR RII+SFR[LURESPECIIOCEUILD THE TRUSSON ANY OINICTONFORTWICE ION FROM LROfY1ENTRRTEPNO RECCPWENORTIONsr•�UR SEES. : /I,,@,..Bq TC LL 30.0 PSF ORTE / C� o o WITH TIE "DUALITY CONTROL MAIRIRL• BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEFM -4 PjIF`7j�t'; TC OL 7.O PSF DRVG HCUSR159 88173015 o C= o RRE MRNUFACTUiEO FROM 20 GAUGE GALYRNIZEO STEEL UNLESS NEWT BRACING REDUIREMENTS. UNLESS OTHERWISE f�:WN j, Z V T p OTHERWISE SIWN, MEETING REQUIREMENTS OF RSTR 8446 GRACE R. SWYN, TOP CHORD 9i0.L K LATERALLY ERACEO • N�0.J 7,.�w. •i BC DL 10.O PSF HC-ENG i � APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY RTTFMO PLYWOOD SIERTHING, i7111, ,= TOT.LO. 47.0 PSF 0/R LEN. 2q-0-0 LING OR 8 1 11{I�W o DESIGN STROM SN OEWtI TCONFOMH$FOE`•YITNI FiPLiCA�ENAL UNLESS DTPA0WI4i0�B OF 119TTSPECI IF EDOM CHORD WION OESIGNTH RIGID t00 NDT USE THRAC ISOR .NDS AIO.T►I tPCTI. oE61a WITH FIRE NEfRRQANT TREATED LU�'BEA. OUR•FRC• 1 .33 PITCH 5.0/12 _-cm C= � .•-TPI • TRUSS PLATE INSTITUTE NOS-NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIav �` +�.....••••'' SPACING SEE ABOVE TYPE HIPS-- IOBi 7566 SEDA PLAN 108 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2X4 SO. PINE #1 DEN 19% TC X-LOC L-Rs . 8.29 6.83 13.37 n ,OT CHORD 2X4 SO. PINE #2 DEN 19% WEBS . 2X4 SO. PINE #3 19% BC X-LOC L-R: 8.29 6.83 13.37 tC 10 VANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN SINGLE CUT WEB #-BC: 1 Ln 'HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ED REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. 00 •LL PLATES ARE TO BE FENTERED ON THE JOINT, LEFT TO RIGHT AND pp OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ►— EE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - (j HIS TERMINAL GIRDER WITH 6110" SETBACK IS DESIGNED TO SUPPORT C3. CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD v NO 6110" CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION, HE OPPOSITE FACE SUPPORTS 210" OF LOAD SPLIT TC/BC. THE DESIGN F ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. t'r U a u C C a by ONCENTRATED LOAD FROM EACH HIP RAFTER IS 576 LBS. d. r. GRANGER& SONS, INC, I 1 So South Lanae Avenue PhO00 781-4116 jaCksonvil C, Florida 34 �172 12 5.00 V 5.00 26 26 13 6-l0-O 6-10-0 13-B-0 OVER 2 SUPPORTS R-13480 W- 3.50" R-13484 W- 3.50' -RTE TYPE--11000LOC SEON--276392 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.3.2 SCBE - 0-5000 T= C7 Ca C� O F�P[NE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE FEGN CRIT REF -- **IMPORTANT*it SHRIL NOT BE RESPONSIBLE FOR ANY WARNING IN HAY10 m, ERECTION AND "��oti�'•• A7� DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIATION FROM SRACING•SEE •BMT-76-,(BRACING WOOD TRUSSES: � ••S�F�••., ,p •. L30.0 PSF DATE 06/21/88 THIS DESIGN OR ANY FAILURE TO BUILD TIE TRUSS 1N CONFORMANCE COM ENTARY PND RECQYIENDRTIDNS-•TPI). SEE YITN TTE 'OURLITY CONTROL MIN.' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- i�, ` ';_ L 7.O PSF ORYG HCUSR159 86173017 RRf MFMfACTuiEO FROM 20 (iAUCE GAIYRNt2E0 STEEL UN-ESS HENT BRACING REOUIREN'IENiS. UNLESS OTA#RY15E C/��a7,'a'.'s`C7�OTHERy15E SNOYN, MEETING REQJIREAENTS OF RSM RvnC GRADE A. SNOYN, T�CHORD STi1LL BE LRTERRLLY BRACED f�!�' i •• L 1O.O PSFHC-ENG RPPL\ CONIfCTp15 1T)BONN Fi10E5 RT ERCN .A INT X10 IOCRTE RS YITN PROPERLY ATTACHED PlYY000 SHEATHING, !•'• "" t '+•SHDYN. BEARING WIDTHS ARE R'NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD YITN RIGID CEILING OR BRACING `�. ortloLO. 47.0 PSF 0/R LEN. 13-8-0 DESIGN STANDARDS COFORA YiTH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. NO7 u5E THIS ••.,r�Fj ' �N�o; FRC. 1 .33 PITCH J.071G RICO•TPI (PCT). DESIGN WITH FIRE RETARDANT TRERTED LUMBOi. `�Vy�..,..• T,,� ••-TPI • TRUSS PLATE INSTITUTE, NOS • NATIONAL DESIGN SPECIFICATION FOR WDOO CONSTRUCTION CING SEE ABOVE TYPE C OA 1N-- 081. 7548' SEDA PLAN 108 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2X6 SO. PINE t2 KO 15X. EXCEPT AS SHOWN TC X-LOC L-Rs 0.29 3.52 6.24 11 .47 16.53 21 .76 24.48 �S� ;OT CHORD 2X4 SO. PINE *Z DEN 19X '27.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 3.52 6.47 11 .47 16.53 21 .53 24,48 tG M 27.71 T1-2X4 SO. PINE •2 DEN 19% : Ln t0 WANE,' KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED —' —�� 'HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH : 16D NAILS co TOP CH ------------------ 13" O.C. LL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND WEBS ------------------ 4. O.C. STAGGERED OP TO BOTTOMN. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BOT CH ------------------ 16" O.C. _O EE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." tV SINGLE CUT WEB I-2 ENDSF1 ,3,5,7,9. 11 AMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED EF'ER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. PURLINS SPACED ATA MAXIMUM OF 24" O.C. HIP DESIGNED TO SUPPORT 8-0-0 JACKS WITH NO WEBS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. )R THE HIP TRUSSES SPACED @ 24" Q.C. BEHIND THE ll HIP, USE SINGLE PLY 41 HIP. EXTEND THE TOP CHORD OF EACH HIP TRUSS r rudu�ed !dy Q JACK AND CONNECT TO THE HIP RAFTER. ALL TOP CHORD EXTENSIONS GROGER&So' S' ��' HIPS AND JACKS MUST BE SUPPORTED BY CRIPPLES @ 4' O.C. INTERVALS �• T' � 1's'ven >RALLEL TO THE MEMBER. THE HIP RAFTER IS TO BE SUPPORTED BY ""go Smith CRIPPLE @ 5180 INTERVALS PARALLEL TO THE MEMBER. BRACE THE r u 181-4 .AT TOP CHORD WITH 2x4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL jBClle• LACING @ 24" O.C. FASTEN THE BRACE TO EACH CHORD WITH (2)160 %ILS. 27 23 55 210 Z55 23 L2 ;2 5.00 5.00 rl 25 25 n 13 210 13 47 210 13 25 25 7-2-0 13-8-1 7-2-0 28-0-0 OVER 2 SUPPORTS R-31110 W- 3.50" R-31250 W- 3.50' _RTE TYPE--WOOOLOC SEON--276385 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.3.2 SCALE - 0.2SOD FLPINE ENGINEERED PRODUCTS, INC. TRUSSES REDJIRE EXTREME CARE DESIGN CRIT REF **IMPORTRNTI* SNALL NDT ME RESPONSIBLE FOR ANY NRRNING IN W"XING,, ERECTION AND - - 6599 A�nE DEVIATION FROM THESE SPECIFICATIONS DR MY DEVIATION FROM BRRCING.SEE "BWT-76',IBRFICING VOW TRUSSES: G1❑N•Q•e•.,• C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFDRFFIEE CDMf1 47ARI FIND RECOM%NDAnONS-.TPI). SEE ;'���'t.FF �o TC LL 30,Q PSF DATE Q6/ 1/ WITH THE 'QUALITY CONTROL Mf alt- Bf TPI, ALPINE CONNECTORS THIS DESIGN FOR FOOITIONY.SPECIAL KIM- :� l�l��� TC OL 7.0 PSF ORVG HCUSR159 88173012 ME fFNUFRCTUREO FROM 20 GPo1GE GALVANIZED STEEL UNLESS WENT BRACING REOUIRE7ENIS. UNLESS OTHERWISE f • N 34794 OTHERWISE SMUYN, 1MEEETING REDUIREMEMS OF ASTM 8446 GRACE R. SHONN, TDP CHORD SHALL BE LATERFLLf BRFCEO BC DL 10.0 PSF HIS.-ENGpp APPLY CONNECTORS TO m7N FACES RT EACH JOINT ANQ LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, TDT.LD. I}7,Q PSF 0/R LEN. 2p-Q-Q SMUYN. BEARING YIOTNS RAE 4'NOMIItL UNLESS OTHERWISE SMgYM. BOTTOM CHORD YITN RIG IO CEILING OR BRACING '� C�•, O...�,:��.� DLIR.FRC. 1 ,33 PITCH 5.0/1Z ANUS fiODESIGN SNT► TITANDARDS C ONFM YtTN fPPLICM'R�E PROVISIONS OESI9N YIIHAS �FIRE REON SRROANT TREATED HOT USLUMB�IS J�FR�,_ fD•f ��M,. J 0--TPI • TRUSS PLATE INSTITUTE NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CDNSTRUCTICN "�u"N•~"' SPACING SEE ABOVE TYPE HIPS— JOBt 7544 SEDA PLAN 188 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. rOP CHORD 2X4 SO. PINE r2 DEN 19X TC X-LOC L-R{ 8.29 7.31 14.08 28.69 27.71 = 30T CHORD 2X4 SO. PINE #2 DEN 19X m WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: 8.29 7.31 14.88 28.69 27.71 C= 4LL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB f-BC:3 ;2 ENDS; 1 .5 j rOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ED 3EE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. Op v wo C3 rrunucco ��' &SONS IN 1tu I� A� II$O ,ISI-4rL6 a glotidx 34 24 24 5.00 5.DO 26 26 13 47 13 Fl 14-0-0 14-0-0 28-0-0 OVER 2 SUPPORTS R-12899 V- 3.50- R-12894 W- 3.50" 'LRTE TYPE--YOODLOC SEON--276418 i4 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR REV 13.3.2 SCALE - O.2SD0 O G7 O C G O FtP[NE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT 06/21/88 ENG -- 6627 *IMPORTANT** SHALL NDT BE RESPONSIa.E FOR ANY kRRNING IN HabLING, ERECTION AND .••• . A= - OEVIRTION FROM THESE SPECIFICATIONS OR MY DEVIATION FROM BMING.SEE -DYT•76•,(8RACING MOOD TRUSSESG, Bq~•• TC LL 3p•p PSF THIS DESIGN OR RNV FAILURE TO BUILD TIE TRUSS IN CONFORMRNCE COMMENTARY Fib RECOMMENDATIONS-•TPI). SEE ��:'11f1C '•. i1c•WITH THE 'ORALITY CONTROL MR\Ut* BY TPI. ALPINE CONECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- 'tv; • ••y TC OL 7•p PSFR159 88173040 ARE MFWACTUREO FROM 20 GRACE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R44S GRACE R. SH M. TOP CHORD SHALL BE LRTERRLLY BRACED • • BC DL 1 0.O PSFpAPPLY CONECTORS TO oOTN FACES RT ERCN HINT R!O LOCNTE FIS PITA PROPERIV ATTACHED PLYWOOD SH4RTMINE, y TOT.LO. �7.0 PSF 2p-O-O TR= SHOWN. BEARING YfOTHS PRE 4'NDMINPL UNLESS DTIERWISE SHOWN. BOTTOM CHORD YITN RIGID CEILING OR BRACING '• } '., R1�;;'��,•;DENSIS�S:TTPI IKTICOFOFtlI YI1N IPPL ICF�E PRgl i510kS SIGN YIIH�F IRENRETfViSORNT TRERTm LlmeEnNOT USE ls •oC�'ErfAEO.i '��'` OUR.FRC. 1 .33 5-0712 ,•-TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIFICRTION FOR WDOO CONSTRUCIICN SPACING 24.0* 0 M N-- 10Bt 7565 SERA PLAN 1.88 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORO 2X4 SO. PINE •2 DEN 19X TC X-LOC L-Rs . 8.29 5.86 9.58 13.94 18.71 n HOT CHORD 2X4 SO. PINE f2 DEN 19% WEBS 2X4 SO. PINE •3 19% BC X-LOC L-R: 8.29 9.58 18.71 En %LL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB *-TCs1 .3 BC:2 A-- ut 'OP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. CO ;EE DRAWING 138 FOR -PLATE LOCATIONS ON TYPICAL JOINTS.- REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. co co - v w 0 u fly solo's � CL G� 3 4 I I��Q�'IcWtinj d1 e, �s.no1ack ` 14 13 5.00 24 24 27 19-0-0 OVER 2 SUPPORTS R-8660 V- 3.50' R-6664 w- 3.50' LRTE TYPE--YOODLDC SEON--276419 f FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.3.2 SCALE - 0.3750 p Ca p C p **IMPORTANT** SILFq�HE ENGINEERED EESPONSRODE FOR IAN. TRUSSES REQUIRE EXTREME]NG' DESIGN CRIT REF R159--= C= o o WARNING IN HANDLING, ERECTION C7 C7 Q OEYIRiION FROM THESE SPECIFICATIONS OR Fi4Y DEYIRT[ON FROM BRRCJNG.SEE "BYT-76",fBRRLINNG YOCO TRU `�G`DN�•B•.•. TC LL 3D.O PF DATE 06/21/88 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS 1N CONFDIAtTANCE COMMENTARY AND RECOTITENUXAT[ONS-aiPl). �' •"'(IFI•�'•.,A q C7 C p WITH THE "QUALITY CONTROL MRAJRI" BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL Ps��� `['�'.�j.'�i% TC DL / .O PSF DRVG HCUSR159 88173041 cm C7 C7 ARE MANUFACTURED FROM 20 GAUGE GALVRNIZEO STEEL UNLESS NEWT BRACING REOUIREMENIS. UNLESS OTHE , j • • N 34791 ' 8C DL 10.0 PSF HC-ENG OTHERVISE SHOWN, MEETING REQUIREMENTS OF ASTM A446 GRACE R. SHOWN, TOP CHORD SHALL BE LATERALLY B �l ; • 1 p a RPPLT COrWECTORS TO BOTH FACES Ri ERCN HINT MO LOCATE RS Y11H PROPERIT RTTACMEO PL1Y000 SHEAT1C TOT.LD. 'f7.O PSF 0/8 LEN. 1J'D-0 SHOWN.Tey p DESIGN BEARING WIDTHS CONFORM •WITTHHJNAL APPLICABLE ESS THERWISE SHOWN.PROVISSIONS OF R9TTOM CHORD SPECI IF EDWIIN RIGID CEILING OR 04 DESIGN. 00 NOT USE ' ''/�OO'NOS Rr0�TPi IPCTJ. OESI01 YtTH FIRE RETIYtORNT TREATED LUM •'�c��F�[O.EKG`N�•.• OUR.FRC. 1 .33 PITCH T{�� 5.0/12 Q'C O p O .--TPI - TRUSS PLRTE INSTITUTE. NDS - NATIONAL IX51GN SPECIFICATION FOR WOOD CCNSTRUCTILN �"�� SPACING 24.D" TYPE CO NN-- CBs 7572 SEDA PLAN 108 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2X4 SO. PINE n2 DEN 19% TC X-LOC L-R: 0.29 5.71 OT CHORD . 2X6 SO. PINE fl DKD 15X WEBS 2X4 SO. PINE f3 19X SC X-LOC L-R: 0.29 5.71 (U) 0 WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN SINGLE CUT WEB r-2 ENDS: 1 N HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ILD THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: 0 LL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND FROM ONE SIDE--19' 0' OF SPAN FRAMING TO THE BOT CHORD p0 OP TO BOTTOM, EXCEPT- WHEN LOCATED BY CIRCLE OR DIMENSION. OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT I-- EE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.` GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 413 PLF w O N rr4)CLUCr- 1�y d. j. GRANGER&SONS,INC. 24 I180 South Lane Avcnm Phone Igy-4ii6 jacksmvdle- Florida 5.00� 1 2-10-3 25 25 26 6-0-0 OVER 2 SUPPORTS R-131BO W- 3.50' R-13184 W- 3.50" LATE TYPE--W000LOC SEON--276420 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.3.2 SCALE - O.SD00 C= O C p G f MPORTRNT*# 4�1RPILlEHNENGINEERED RESPDHSRM FOA INC.NN. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF A= 7jnI WARNING IN HRWNOLIHC, ERECTION AND TC LL 30.0 PSF DATE 0 / 1! .-- DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRRCING.SEE -BWT-76-,(BRACING W000 TRUSSES: .\aG}ON g•B.,.y THIS OES[CX OR PNR FAILURE 10 BUSLO TME TRUSS IN CONFOATFNCE CO(Y1EINTARY PMD RECOTENORTIONS-•TPI). SEE 't�•''TIFj '•.'POq WITH THE 'DUALITY CONTROL MANUIL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOA ADOITIONFR.SPECIAL PERCIR- t Q:. �1';.�•: TC DL7,D PSF DRVG HCUSR159 B81730V2 PRE MftfPCTUlEO FROM 20 GAUGE GALVRNILEO STEEL ULESS NEXT BRACING REOUIRETENTS. UNLESS OTHERYISE i� ; N ZN° 4�sY"( $C OL 1O.O PSF HC-ENG OTHERWISE SHOWN, MEETING NEOUIRE(ENTS OF ROTA A446 GRAS A. SHOWN, TOP CHDRO{�L BE LATERALLY BRACED i • , c==3 FW►Lt COMfCTORS M SOT%FACES RT EACH JOINT WO LOCATE AS WLTN PROPERLY FIT(PCHED PLTW000 SHERTHING, TOT.LO. (47.0 PSF O/R LEN, 6-O-O SHOWN. BEARING WIDTHS ARE N'NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING •OEC NN�STAANNDARDS CCNFORN WITH FPPLICRBLE PROVISIONS OF DARESIGN CIFIEDIH ONREDESIGN. T00 NOTTED UE THIS �' OUR.Fnc. 1 .33 PITCH 5.071...TPI - TRUSS PLATE INSTITUTE NOB - NRTIOWFL DESIGN SPECIFICATION FOR WOOD CDNSTRUCTICN SPRC I NG SEE ROVE I TYPE MONO-- C��e�tt�ir�t�� �a# C�rru�rttnr CITY OF �P�JMl'�IltPttf A� �Lttldt2t� �1t13�1PPftAlt This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification S ill"1.E' Bldg.Permit No. Group Type Construction Fire District.. Owner of Building n_ 'Y Cit'r Address T� Building Address By;—___.�----- Building Official Date: POST IN A CONSPIC0004 PLACE A BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor !%� - Building Permit Number: Address: lzgzz Legal Description: A Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: ---------- ---------- ---------- required as built n/a Sales Tax Certificate: ----- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief !X/ --------------- ----- -------- --- -/' - Public Works Planning Director / v � _�____ Building Inspector V __ _____ CITY OF 716 OCEAN BOULEVARD r- - ----------- P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE : PRE-SERVICE; DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVA.L STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------ ------------------------------------------------- ------ ------------------------------------------------- ------ --------------------------------------------------- ------ ------------------------------------------------- SINCERELY, BUILDING INSPECTION DIVISION cc:FILE � 07� t PSi 3844 t eaa` n 6 r r ` a 1D "0 -PA ' OFSUILDING 'CITY QEATLANTIC BEACH - PERMIT INFORMATION LOCATION INPOR A'I'ION '-. _... .-. rmi t Number. 16706 Address,: 1$84 BEACHSIDE COURT P4rmit Type•NECHANICAL ATLANTIC BEACH, PLOR1,DA 32233 ----�..._- las , £ W rk. LTERATION LEOAL: DESC'RIFTI4N Canstr.. Type.'I++tOOD FRAME Bl sok�, L�rt: P_ "Proposed .Use.'SINQLE FAMILY Sectio 0 Su}ad. Rng: 0, p ellingsf p Subdivision.BEACHSIDE Est. tIalue. '- 0 .00 i Lyipr6v. Cost. : 0 .00. 1 'lotLal Fees. 2 .00 l mc►unt Pi4�t 25,00' APPLICATION FEES me. I 3� .. ERMIT 25',00 COURT �141 A' 1r,dOR I LfA 322 i ; r "x' % tlty w..�' � i` .., " ,M:" `4 ".. on j 110 # - . CONT- CTO" ;I PI00O�ATION me: ALERT` HEATI�t & AIR der: '14435 .EMNER ROAD JA KSONVIL .... � _FL 322181 Al NOTES: 1 1 f p NOTICE.--INSPECTIONS MUST BE REQUESTED AT LEAST 24'HOURS PRIOR TO INSPECTION I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NO.TSS PLACED IN'PUBLIC SPACE,AND MUSTSE �"°,LEAREDUPAND HAULED AWAY'BY EITHER CONTRACTOR OR OWNER , "FAILURE TO COMPLY 1NITH Tkt MECHANICS' LlI1�N LAW CAN PE ULT ilk " E PROPERTY OWNER PAYING TWICE. FOR BUILT ING IMPROVE NST IS$1ED ACCORDING TO 'APPROVED PLANS WHICH ARE PART OFTHIS PERMIT AND SUB3ECT TO REVOCATI F ' y OLATION OF APPLICABLE PROVISIONS OF LAW. LlATLANT BEACH BUILDIN DEPARTMENT II. IDENTIFICATION — To be completed by all applicants Inconsideraf;on of permit given for doing the work as des.cr;bed in the A ­ stalernent we hereby agree In perform said work in accordance with Ike attached plans and spec;f;cat;ons wh;r6 are a par, hereof and ;n accordance will, the City of Ja,kson ;IIe ord;nances and slandards of good practice listed therein. Name of Mechanical Conlraefors Contractor (Print) �1�.�. �sA + A T - Master CAUa 33("`ce l Name of Property Owner m I , ID f` Signature of Ov ner Signature of or Authorised Agent Archilecf or Engineer III. GENERAL INFORMATION A' 1ype of heating fuel: E3• IS OTHER CONSTRUCTION BEING DONE ON (!�Electric THIS BUILDING OR SITE 1 Nu ❑ Gas —❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (►rov;ds complete list of components on back of this form( [rl_'Fiesidenlial Or [_I COrnrnercial [�eaI C] Space [I Recessed M- Central O Floor (.� Now Bullding ❑ Air Conditioning: ❑ Room ❑ Central [+r'"'Existing Building ❑ Duct System: Maferial Thicknes. [-'' Beplacomenl of exlsting system Maximum capacity c.f.m. f ) New Installation(No systern previously Installed) U C] Refrigeration Extension or add-on to exlsting system [Other — specify A/W'°'�`'d-Q¢� M�IAutrrry�n�' ❑ Cooling tower: Capacity g.p.m. -- ❑ Fire sprinklers: Number of head. -- ------—--— -- — ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Cl Gasoline pump. Inumber) IRecefwd) ❑ Tanks (number) Remarks ❑ LPG confa;ner. (number) ❑ Unfired pressure vessel C] Solfen Permit Approved by Data ❑ Other — Specify Permit Fess— LIST eeLIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unitn Description Model Number Manufacturer Capacity Approvgencnj (Tons) A� c3' HEATING - FURNACES, BOILERS, FIREPLACES Capacity Appmvft Number Unite Description Model Number XLnufacturor (S•rU) Agcy 0r0— AlH 'T"rw F_O y 2 P""V kCA"3 4A'000 (Ac.. TANKS IIow Many NorrinsJ Capacity Type Liquid Name of Setial Approving and Dtmwmlons Contained Manufacturer No. Agency 1 DEPARTMENT OF BUILDING 10105 1 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9"2fJ' 19 88 Valuation$ 1,000.00 Fees 19.50 i This permit nonvalid until above foe has been paid to City Treasurer,and is i subject to revocation for violation of applicable provisions of law. This is to certify that Seda Construction I has permission to build Deck Classification Residential Zone RG 2 Owned by Seda Construction Lot Block SID i House No. 1884 Beachside Court 4 g.SC►CKT 1 According to approved plans which are part of this permit '5a2 1A 9/23/of j ++ D •��I'iCIC�C ANI FOO NGS M E B SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 1 :---C O Building material,rubbish and debris ZA from this work must not be placed in public space, and must be cleared up and hauled away by either con- tracto r owner. ing Official. FOR OFFICE PERMIT DATE CONTRACTOR 1 USE ONLY NUMBER PLUMBING ELECTRICAL I SEWER WATER I i I � R Address %'. G Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ peck ' @ $ � P ersgft = $ @ $ Per sq ft = $ 'DOTAL VALUATION: $ Address �2 G Heated Square Footage @ $ Per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ er sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remainder Valuation per diousanJ or portion thereof / ------------------------------------------. -� Total Building Fee $ f ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ In Mechanical ; Fireplaces @ 15.00 $ Plumb' BUILDINGiPERMIT FEE $�� Electric/New UNDER-ROOF @1¢J1000sq.ft Electric/Tem FLOOR SPACE "-'--------- - ---'--- Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ STdmni ng Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate ' GRAND TOTAL DUE $ �� ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES PLANS REVIEW CHECK LIST � � ���� Address_ Legal Descrition_ Owner ______ p al_��-- ( �t_Contractor Z"e=-------------------- ___ _ _ License Number �rUb _� J- License on File ES NO Section 24!101 « Zoning Regulations ____ Proposed Use _ _ -_ Zoning District !! _ Required Lot Size J``_1Zj0'_ Actual Lot Size____�� Setbacks Required Provided Section 24-17 front a___ _ _ CORNER LOTINTERIOR LOT rear side-1 Flood Zone_______________ �. S _ L=� Required Elevation__Gj side-2 i Max. Height Allowed__3s Proposed Height__-__-_-___ Section 24_82 * Minimum Lot Covv_eragg Required Heated Area -------- Proposed Area_____________ Section 24-161 * Offstreet Parking Humber Spaces Required_______ Spaces Provided Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided byt Buccaneer Utilities _____ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:______ Date -----------------------_ ---------------- Building Permit #__ �Q ISSUED DENIED CITY OF ATLANTIC BEACIi APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner n. A, rCAiSi . Address Phone Architect Address Phone Contractor , p. /-f , ('cts Address Phone Contractors License/Certification Numbers �LT �� 2-0 ,Y�D CU 24 Expiration Date D 1 Property Address � G Zoning Lot # -2- Blcok or Unit Subdivision c hS�n Valuation of Construction __- Type of Construction Oe'- Describe Work to be Performed /0 Y 3(0 &4-AX 40m,�- Materials to be Used (,cx>�iylf�N�N;Lar Zx`��„ Z-y , yX Lr��� Present Use of Building Pk4me lJwel l;tiU Proposed Use of Building Flood Zone Dimensions of New Area: HEATED — GARAGE OR STORAGE CD CARPORT OR PORCH G DECK PATIO -- 0 — YES NO NCMER Will there be an increase in number;of-units? Will there be a decrease in number of units? `ir � Any additional plumbing fixtures? Any new fireplaces? SUBMIT TWO COMPLETE SETS OF PLANS INCLUDING SITE PLAN Signature OWNER Date Signature CONTRACTOR j-> - Date ���� 1 � 1 7'S �-,F i7•o ./YD • Zo'Sal- 1 �s t�•ter az• 1 B` Ems`Gf!S/O A r•�V1v"�O� f�Kf Ld'` f`�' ' g Tom Ki-det- /4" Irrigation Meter 1884 Beachside Ct. 249-7871 )OB COST RECORD +,may :r�'.DESCRIPTION +as•'+t' QTY.i:= : MATERIALS` LABOR-+• •?4 TOTAL-'--; ll�" PVC SCH 40 "T" 1 $ 1. 74 s; 11 " X34" PVC SCH 40 REDUCER 1 $ 72 4" PVC SCH 40 900 2 28 3/4" CURB STOP 1 8 00 3/4" METER ENDS 2 3 60 11PVCMALE ADAPTER 1 12 3%4" X 578" METER 1 $ 85 00 .v:.L7kY^C 9 q+`k�I+W `Aiia,'4� Tmi'�. ♦ .w...+133.w�..4..«.,ti...... -,r ,.,y"h'. ::-"''�... - ._.S.' •1 .. �1 00 # Kff4 $. s �"�4'•''"• 'w•...+ ,� :t'a:4'! `f.W 7, - res s-' `,�.�p, ,,..ttu. «-`' fK f. TM,i€?d 4�j �'•y �a,Er�',�'4 3 � * � +`w��„� '�a i5c,.��� =s i�'kb.a .� �..�♦.gay 120 9b 3M: YSL:}w.k,4c'^w.itsw'+ _ ..,h,_t` -:o+ w'.'.:: paT%`J+•t yI3 „� yf.S:. 3 3 09 I 111, 05 t;�-4,'tc-�s1 V-i.xr�°•.�c fy�y .az� `'Y _ �.. .._ _,. -- _ r � ^'s'�� ; r� *'' ,w" _' y MEN' 2 .45 HR FOR 2'HRS 54.90 �. .o 4 :. 1{ r - x -^s. j .' meg- . ...'itaaur A+•"• yk r.., a r-•4. y�rr¢ •3' l"._ '':.nt . i+'.L. _�ry lv.4 7 `r ', ... �tYfj�r-. a*C."•" �.�,. _�.. . .__..:.. 71 7 x �x. a , Y ; MMATERI LABOR TOTAL TOTAL 1 20 .., . :: . •,.-. . ...; 133 05 , . 7 7 ' 4 42 , MI$C~)0 E)(PE(�j5E5 MOUNT OTHER 108 EXPENSES $ 20 00 - ?s 'b. s S TOTAL COST TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT , LESS OVERHEAD COST r : OF SELLING PRICE .;.,ta�..w�a-e:.�,�`+�a+eYa.�a:� y ate- x_:-......� a ,•s:� �'. TOTAL .._ NET PROFIT 224 42 _ 5 it �:',. 4 v_. +.V.s•lts .--_ .._ _ ...._. _. .. APPR01lED .- . _�. ._._ .. . __ . __. v. • . APR 2& 1991 _ CITY OF ATLANTIC BEACH _. PUBLIC WORKS QFPP.°?P ..T - Pizice Quo6mrs APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME _ MAILING ADDRESS__ _ �2 --- -PHONE HUMBER NUMBER 7 9 ` DATE �7L/ ------------- ----- ----- _---- - -(-------- SERVICE REQUESTED --------------------- -------�y-y--------------------------------------- SERVICE LOCATION---J-� /-4--- --------------------------------------------- ------------------------------------------------ DATE SENT PUBLIC WORKS% _ _�! _____ TO BUILDUDPTD_ ___! DATE OWNER NOTIFIED________ App P.UBLlG.�Q , 2 1 n CITY OF ATLANTIC BEACH, FLORIDA Approvwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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, WHICHAREA PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND,CITY OF '�Et`R'M AM AR),NT"Al /Y) E 2 5 P P. 0. BOX 50398 /n / JACKSONVILLE BEACH, FL 32240-0398 G WO%7k ELECTRICAL.FIRM: MAST :CT-R-C-AN41GNATURE /� JOURNEYMAN ' NAME&� O,L�S -TT ADDRESS: /02LQ2-70V*--5A0,c- ( T.RFD BOX BLDG.SIZE BETWEEN: RES. APT.( 1 comm.( 1 PUBLIC( 1 INDUS.( 1 NEW( l OLD( 1 REW. I 1 ADDITION ( ) TRAILER ( ) TEMP.I 1 SIGNS ( ) SO. FT. SERVICE: NEW A) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE ''ll4/40 AMPS O COPPER I ALUM. SWITCH OR BREAKER 2 O AMPS PH 3W OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE tKiHTINEi aLITLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 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 MISCELLANEOU ii 1 APPLICATION FOR WATER METER DAT ------ -/� ���� V C RACTOR �-�__ - -- -- --- --------- BILLING ADDRESS < yy SERVICE ADDRE LOT:__( _BLOCK: UNIT: SUBDIVISI ACCOUNT NUMBER:____L METER SIZE: i I HEREBY REQUEST THAT A WATER METER BE SET AT THE' ABOVE SERVICE ADDRESS. - I UNDERSTAND THAT I WILL BE BILLED ; FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. 1 ----------------------------------- i CONTRACTOR i CITY OF A LANTIC B C I I 1 I i G ADDRESS /�Q —r—777 ------------- ---- CONTRACTOR — --__ ------------ ------------- ----------- OWNS �.._� �--------- -------------------- BUILDING 7 s MECHANICAL�� � PLUMBING`_ 7ff 7 ELECTRICAL? TEMP POLE_________ MISC--------___ ELECTRICIAN___________________________ DATE FAILED DATE PASSED TEMP POLE JEA__-------- ______—__-- FOOTING S.lc_- 1____ ROUGH PLUMBING ----------- ------ SLAB FRAMING MECHANICAL/FIREPLACE ----------- ----------- TOP OUT PLUMBING ROUGH ELECTRIC ----------- ----------- FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED ----------- ----------- CERTIFICATE OF OCCUPANCY DATE ORDERED DATE ISSUED