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Permit 594 Cruiser Lane 7 f-f CITY CF ATLANTIC BEACH APPLICATION FOR PLUMBING PEFd4IT Date I,ocation Plumbing Finn J Master Plum'" ,!------ City/County Occupational License No. State Certificate No. ) b 327 - b bD r �, Builder or Contractor Type of Building �71� / ✓Z-e.�t�a. Y r SINKS I SHMM _LAVATORY V&= HEMMRS __[__PATH TUBS DISFkUGHERS URINAIS DISPOSALS 1;k-�ETS WASHING MACHINE FWOR DRAINS =MR 4- WTAL FIXTURE C RUNT 4 `7 .00 INSTALLATION OF PLUMBING AND FDM RES MUST BE IN ACODRDANCE WITH THE MDST RDCENT EDITION OF THE soumERN STANDARD PLUMBING CODE. ` ,.A DEPARTMENT OF BUILDING 4562 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Dare 11110 xs<go Valuation$ 47.243.94 Fee S 129.61 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 New Met Bldrs. has permission to build a sikngle family dwel 1-inLaccording to Flans submitted. ( No similar houses within 500' of eachother.) Classification Res ident ial 7•�ne Owned by New Met --- Lot 29 Block 2 S/D Sea Spray House No 594 Cruiser Lane According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ,♦__�, .� ► O Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up i and hauled away by either contractor or owner. Bill %_+D ' s _ FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER W,AT:KE R ti FOR OFFICE USE ONLY Date........./.c,7._'Z49.....19 Permit *-"/5 a......Fee CITY OF ATLANTIC BEACH valuation $.-VIZ.4?3 :9,41.................... FLORIDA House APPLICATION FOR BUILDING PERMIT ................D....•--•--•................•..........------ A)m..g�X........................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that-a list of sub-contractors be submitted to this office so that licenses can be verified. Date... (-.--------"----- ;* C Address �.. ! >s `relephone Owner. ------------------- / d S, c Architect................................................................•-•-•---.....................Addresa...........................................................Telephone No............................. Contractor Builder-----------------5 �--------------------------•-•----.-_....Address....---••--•---.....-----......-------•-••-•.......... ....Telephone No-------_-------------- Lot No------------n ...........................Block No.....---- - --------------Sub Division..A.�G .........� ! ..--•--•----• ---•--••-----•---•-••--•..........Zone............. ••-- •............................ .. ............•------------Street----------_-----------Side Between...............-----•................. ......and............................................. ....._._. Valuation $_. ��.�� .......For what purppse will building be t 41 a of construction_Mid- Dimensions of Building$.x-_' ._�`..0 .0..--_--Dimensions of Lot....Ifi�{.��`.77 r...�3��y�Size of Footings........LOrr Size of Piers---------------•----..----------•---Size of Sill's----..-.-------.,..r--:........Greatest Sill Span in ft........-- ....Type ........... Sow will Building be Heated?_C TR_ G__., 8 -f. ) ...Will Building be on Solid or Filled Ground?-__-4 4 .?.�................... Size of Ceiling Joists---" -- •.-----_--------------- Distance on Centers...........----•---.-.•------------_------_- Greatest Span......................................-..... to Size of Floor Joists........... ....................Distance on Centers....... ....................., Greatest Span. .:. " Size'�f -------------------- Distance on Centers..- ........................... Greatest Span-----.9... ............................ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from and existing buildings. 77 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. w WW 2. When steel is in place and ready to pour columns and/or lintel. CITY Q,; ATLANTIC CN Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover uA P PROVED (TY nF �C N•� R'ACH w w 6. When septic tank drain field or sewer is laid but befo a dW If1e�FF�C� KJt 1 Q 7. Electrical inspection by City of Jacksonville. 02 /FI" 8. Final inspection. 8 8 - .;... Note: In case of any rejection,re-inspection MUST be call o corrections are made. AAA B AfFRONT OF LOT In consideration of permit given for doing the work d ribed in the above stateme we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. , ')-r Cep , - Signature of Builder. Address_..._jjLL.��......_...-•-•----------------- -------- •-------.._._.... ...--------------••----••--- Signature of Owner-.. . '................. _ Addresa.......................................`` �` � CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1 . Building Location: 2. The attached plan for the above building is approved subject to meeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal cables with wire. Footings shall be si-x inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil . b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all conrners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam. C. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i .e. , roof, outer wall materials, window size and design, and other like characteristics) of structures. In a cord with the foregoing, similar and shall be at least 500 feet apart if any one imilar dwelling is visible from any other similar dwelling. e. The final connection between the house plumbi 9 drain and th e4er_s� lice connection (at the property line) must be petted y the Cit bef re being covered. f, ity an er , The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. C Contractor/Owner It3 FORM 900 AND 909 -123 ►. -' - — of .tFST,rF FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING 'CONSTRUCTION =- BOB GRAHAM SECTION 9 GOVERNO* ENERGY OFFICE "owE••v5" 60VERNQR POINTS METHOD LEX NESTER,DIRECTOR PREPARED BY: BRAI3HAM KUHNS DEBAY-CONSULTING ENGINEERS PROJECT NAME JURISDICElON AND ADDRESS �....r , .,,;,,, , T JNO ` ILDMMG PEBULQEROW T K FILL90 0 BY TO 0t FILLCO IM By STATISTICAL DATA :oNE ca CFO- HEATING SYSTEM TYPE WATER SYSTEMTYPE „ NUR OF UMTS STRIP ' GAS I 011 60LAR tLEC. I If. I •Air 011 SOLAR CSS RARE sr 11 1 ❑ 1 ❑ ❑ mown❑ TWO DATA TO K NOT To TNI sov ow"'0 tNtMT arcs 0r'Tw Vikj I w OPP#Gtft UPON BOSOM am w4o” COMMON MALLS Como" NOW MAXIMUM ALLOMCO —' Xd ..' XI! s /R APPswx it riven vev #M IT!'wmw Samoa M110N0 t tl CERTIFIED BY: �-, ! ,, DATE `' ' EPI .. ! qq 90 DESIGN CREDIT POINTS(CP) SE I DESIGN PENALTY POINTS{PP� Ct#Lwo F"m fol come.tfuest t mm PAN WAM1W NO billigit INIowI OFAWJ 5 s> ATse w MULTI ZONE A/C 6 MAX.OKNINO OF OLA"(40% 6 ofptAKi eeM� OFE11A6LE 1NN160M! ON s 00 row) pot sMS v 40001I W"OLK NOUlE FAN 6 TOTAL 90PERSCRIPTIVE MEASURES CNECK FOR,COMM.IAN X KCTION CNECK NEATINi'3YSTEM EFFICISNCY 606.4 ❑ AM CONDITIONNNO CONTROLS 603.7 A/C OUCT COM MUCTION 603.9 low"llINSULATION /O14OW ERAT,Ns\ 603.1001 MATNESITER r ASN""Ito-s� U 1104.1 Swomm"POOLl 6o4s TOTAL 01000 FLOW INITINCTOR! 604.6 ED6E INSULATION PERIMETE WPM GWP Cot Q� RO- 2.9 9207 ..1 R3 5.9 (,9.5 R6 & UP 46.4t_ OR AREA SINGLE DOUBLE WOF QMtp SINGLE DOUBLE OR AREA SOF OSP CLR TIN CLR TIN N 1S7#4 120 s 8 N 46 123 120 10 NE 157.4 120*8 NE 21 186 190 1 E 157.4 12018 E 42 2S1 Z SE 1S7.4 120.8 s SE 219 226 S' 15714 11,2018: a S 90 160 1 Coo O SW, 15 7.4 1210@8 r sw Z 219 226 ccs w 15714 12018 fief w 42` 25Z A mw 157.4 120x8 aw NW 186 1 1 46.4 79. 3 H 4008 432 J J IL t O o Q o _p H'-HORIZONTAL GLASS (`SKYLIGHTS) FOR TINTED GLASS SL 0 0.93 SEE SEC.902.2d TOTAL GROSS WINTER POINTS TOTAL GROSS SUMMER POINTS now w 1"FIIRRSLAii LId T"FUNMOLASS 1.15 � d .i'�I�sa.As Lit V 1.d*FMLRiLAii 1•a o al oa a 1.00 wicT w Cooke 1.00 HSM FROM TABLE 9A x CSM FROM TABLE 98 }( FLOOR AREA(DIVIDE) — FLOOR AREA(DIVIDE) WINTER POINTS(WP) SUMMEN POINTS(SP) FORM 900 AND 901--123 ZONES-123 WINTER POINTS SUMMER PONRS 040T WATER POINTS CREDIT POINTS PENALTY'POINTS ,} EPI FEWER TOTAL POINTS ARE ENCOURAGE FOR MAXIMUM ENERGY SAYINGS CITY OF ATLANTIC BEACH // ro WATER CONNECTION CHARGE DATE LOCATION jf� OWNER PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR � TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH- TUB OR OR SHOWER STALL.(6UNITS) SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK ( 8 UNITS ) BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( 8 UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (z UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) WASHING MACHINE RES. ( 3 UNITS) KITCHEN SINK ( 2 UNITS) WASH SINK- EACH SET OF FAUCETS ( 2 UNITS ) KITCHEN SINK W/WASTE GRINDER ( 3 UNITS) WATER CLOSETS, TANK- OPERATED 4 UNITS ) _ LAVATORY ( 1 UNIT ) WATER CLOSETS, VALVE OP RaIED LAVATORY,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) LAUNDRY TRAY ( 2 liNITS ) LAVATORY, SURGEONS ( 2 UNITS) LOT BLO(Z"K PL.A. ! ��1...�OK ., 4„i G. I60 ;{5�+.,..�-' ;cwt !iV AIX 4 �♦ i'i.. g� t R MEN ,,pf477 /V - �« b 6 i LUT ,.T'U "c'. R � fv zi TO NN j a n __.... J r x Anjti 171t- 3-4-6 T1t 3X6 34 6" - -------- WEB NOTES --------- ca o P CS w o o � o 3XS 34' 8" WEBS: 2X4 03 HE!!-FIR, FIR-LARCH o p C © o a Q o 3X4 3i' 8" 80. PINE. • OR C= p P a C� a C= p P =r a CZZ C= POLMES LUMBER iC0'Mr'.AN o ALP I E c= 6550 ROOSEkLT BLVD. C= �- TRUS�,­ sym R� 0UT KSONVILLE, FLORIDA 32210 5X5 34' 6" ALPINE ENGINEERED PRooUCT3,INC. P.D. Bax 2225 5X4 3t' 8" POMPANO BERCH,FLORIDR 33061 305-781-3333 5X5 34' 6" LOCATE TOP CHORD OFF-PANEL SPLICE 5X4 34' 8" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 38' 8" TC LIVE LOAD 38.8 PSF 1.5X4 34' 6" DASHES SHOW TC DEAD LOAD - 7.0 PSF 1.5X3 34' 8" DIRECTION OF BC DEAD LOAD a 10.8 PSP 1X3 38' 8" ELONGATED TOTAL - 47.0 PSF HOLES IN Ad DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC so. OVERALL SPANS _ PINE 2x4 TC 2x4 BC SS DEN ED 34' 6" 34' 6" MA BS DEN 33' 8" 34' 6" 4 E4. TC PANELS 88 ICD 33' 8" 34' 6" 3X5 34' 6" 3 EQ. BC PANELS SS 32' 8' 34' 6' 3X4 32' 6" MEASURED FROM 2.5X4 25` 5" 3X6 34' 6" INSIDE SCARFS #1 DEN ICD 33' 4" 34' 6" 2X8 34' 2" #1 DEN 32' 6" 34' 6" 2X7 38' 8" #1 RD 31' 18" 34' 6" 2X5 25'18" #1 30' 9" 34' 6" MIN BRG SPAN #2 DEN MTD 31' 4" 34' 6" #2 DEN 30' 2" 34' 6" =SX43 ' 6" 3.58" 34' 6" #2 KD 29' S" 33' 3"' 8" #2 27' 9" 31 3" 3X6 34' 6" LOADING SPACING 3X5 34' B" 3X4 38' 8" 47.0/1 .33 24 . 0 s PLATE TYPE--ALPINE 34' 6" MAX 2X4/2X4 PITCH UNLESS THESE SPECIFICATIONS FOR LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, GENERAL NOTES R.PINE CONNECTOR5 ARE FOLLOWED RNo THE WARNING ERECTION AND BRACING. SEE "BWT-IS- ,�M 4 ITS FI -0/12 iNu5SES BUILT IN CONFORMANCE WITH "OURLITY CONTROL MHNUHL' BY •TPI, (BRACING WOOD TUSSES: COMMENTARY AND RECOMMIENOFTIONS _ w� THERE SHALL BE NO WARRRNTTES OF THIS DESIGN, EKPRESS OR IMPLIED. •TP11. SEE THIS DESIGN FOR R001110NAL SPECIRL BRACING 3 CERTI�CATE iw SPANS O �� REPINE CONNECTORS ARE MIRNIFACTURED FROM 20 GAUGE GALVANIZED STEEL REDUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL M ' M UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSIM 8446 GRADE R. BE LATERRLLY BRFC:EO WITH PROPERLY ATIRCHEO PLYWOOD 4 y APPLY CONNECTORS TO BOTH FACES AT EHCH JOINT AND LOCATE RS SHDWN. SHERTHING, BOTTOM CHORD WITH RIGID CEILING DR BRACINIG STATE BEARING WIDTHS BRE 4' ND9TNPl UNLESS DTtfERYlSE SHOWN. DESIGN AT tMi11IMI1M OF 10 FEET 0. C. 00 NOT USE THI6 DESIGN '�4a R '�� rw COPYRIGHT 1979 {888443 STP.NORROS CONFORM WITH RPPI..ICR8LE PROVISIONS OF .NDS-77 AND .TPI-78 WITH FIRE REJFVWNT TREATED LUMBER. tfo tG�l •--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONFR_ DESIGN SPECIFICATION FOR VOW CONSTRUCIIDN 3/22/74 DRAW# 4424,843 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-MI-COMM- 47/1.33-3$t 7+10- 24 aoi CHORD 2X 6 so. PINE #2 'EXCEPT Aso tERWISE sgow�+ This truss designed in accordance with TPI-78 WEBS 2X 4 SO. PINE #2 This #1 Hip is designed to carry 7'0" Jacks with no webs MMM.ES LUMBER COMPANY 6550 ROOSEVELT BLVD. WKSONVILLE, FLORIDA 32210 #1 HIP 7' 0" STSK J 4 � 1 .5X3 GX12 2x4 #2 So. Pine �£ >41 X�t 3X9 4.00; i %XG 3X5 s�7tE -D.saoD PLATE TYPE--ALPINE C-7 :" ` o — Q T R GENERAL NOTES --UwE96 THE SPECIFTCRTI7+5 � WARNING --- T�s£s AL WATS RFPIInE IH19 Df576N FOR LUPIBEA FIND ItPINE C9MIECTDR9 ME FDU.DYEDI AIp EitTRE1E CEAE 1N Iii♦pL{NG, ERECTION ANO `�T �l��. TC LL 30•O PSF OAS UNLESS THE TRUSSES AAE BUILT in COWOM WICE WITH ' Uv&ITi aifi:ING. cilli 6U10PIlff, 5L� "BRACING v00D 1. 7. O i (F (F �� r CONTROL MWAX ' RT TP SS PLATE INSTITUTE (IPl), TIERS S1R.l. 1it199ES' CU•fENTRRI lip RfLOnrFNUIT1iNS' ; GtRTIVICATE �- TC OL 0 PSF 9E ND VWFW711S DF THIS COIGN, EOW36 DR TIDIED. Ia►IME 71P1). SFE THIS DESIGN FOA ANT R10ITIDNAL no 911 � OC .OL 10.Q PSF Ems• W•A.R UAV G PIt n RE CrWrMRS AMRNWWWRED FROM GAI•RNIIED STEEL DESTINE 711E 9PFT7R MKING REDJIRE WS. MERE 101 4 fl F� C= [� RMIRMi NTS OF nSTM Iri'IB GRADE H. THEY IRE 70 G' CE 'MFFS W DOTTDM l>"OS PRE NIIT CULT @RIxFD STATE . TOT.LD. 'T7.O FSF O/A LEN. 21-0-0 TRUSS ORH OTHERWISE S4WN D SHRLL UE APPLIED TD MAH TALES DF 1'4M RT LAIEIRLI 81 PKVVE-T mrt IFO S/F.n IMINE. FLOMOA WW �y. F--T TRUSS L� FnCH JOINT, LDCSTFD AS S"OdN OW THIS MSIGN. DVTRnLI IINZTHS OR 01S10 CETI[W.., i.FT 5HRL RF ARnCFn Al � tea' OUR.FAC. 1_33 PITCH Fr,SIr+F REWW;EECH END. BTFAIW,WIDTHS uP 10 TI-mF4 of A mx,,W sPw.i+x or I FIFT 'W) EH F TYPE #1 111 P 'f9FD PERhI17IN;nN IWPFRSF IWDWWkL LENGIH UP 1,) R- m -E1 n. C. W-ECTlvrtF. SPACING 7 STF3K t DEPARTMENT OF BUILDING 4568 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 12/19 19 80 Valuation$ 211—hi-ng Fee$ 9.00 This permit not valid until above fee ham been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that Don Barris Plumbing, Co. t. ---MiRsion to 33RI1 3.nstlall 1 si nk,2 1 avatnries.1 bath tub.2 closets sa3Li ?e6