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Permit 838 Ocean (vault) • i f • • '.35join.t k:.:ei . '•M • BUILDING AND ZONING INSPECTION DIVISION " CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 38 Oce.C(J� ski . LOCATION Street Address: // �j f OF Intersecting Streets Botwen (�06t..c +/ /0".' _4e.. .� J • And l� � BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants 1. 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 eft/lewd 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 CeeIracter (hint) A J ...5 y.S erns Master ( / 'C .® j 2 -- Name of Q 1 Property Owner D., j Q 1.0)- ri ' • Signaler. of owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION . ': A ' Typo of heating fu•It B. ElaCftil: IS OTHER CONSTRUCTION BEING O N ON THIS BUILDING OR SITE ?( r M1. } , 0 G ..... ❑ 11 ❑ Natural ❑ Central Utility t IF YES, GIVE NUMB R 0 CONSTRUCTION, "i' 0 O PERMIT 0 Other — Specify IV. MECHANICAL EQUIPMENT TO SE INSTALLED (Provide complete list of eom NATURE OF WORK ponents on back of this form) )18 H.at p Sp.c. O R.e•ssd Residential or ❑ Commercial '>d! Central 0 Floor New Building Air Conddionings O Room Control ` of Existing Building o■ Jf )D Ova ys MatonTa •Jekn•{sL„Lj,- _ )41 Replacement of existing system o nifgtaximunt capacity e.f.ln. ❑ New Inatallatlota(bo system previously installed) Y' O Refrigeration Extension or add•on to existing system 0 Cooling tower: Capacity 9•P�ss. ❑ Other — y Speclf 0 Hoe sprinklers: Number of head O Venter ❑ M•nliH O Escalator ------•.._....._ (number) O . Gasoline pump_ "' (number) THIS SPACE FOR OFFICE USE ONLY . 0. T.nk• (numbs) (Received) Remarks - ..O LPG conf•iner (number) ` O Wired ' preuur• vow: t' . O f i liefs 1 Permit Approved by i O Oilier :� Specify D•to Permit Fe• LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Descri ption Model pp Numb.r Manufacturer c(ZbaejY Approving 1111111111111M011111111111M ,W4/71,,A111111111111TOXPZ tell" 1,-....... eY C' VP t fi7 c Cv 3 :1- 1 /q 42 S YS7�'ns C'�C- r� r34ct 1 _ L.( - `7 4 ' %2l i4G/i/ev e;,.), Tfri 411aatic Beach -11o/ ic& a 14 /0 ct. 4eeck c 1 0 6 . Office of Building Official /'U. —SC /E tv,Gd6 1 ' � Fi REQUEST FOR INSPECTION /�5���)7a� / / Date P erm i t No. Time 00 A Received p M> i y— 7 7 Q° g38 C &ti 8L U'0, Cql 4_2,E. 0 , ° Air 81y 6- ,ir a Job Address Locality / N /�'s a`` l.� e � rn� ti l.i 8 � J C� Contractor 1 — N BUILDING CONCRETE ELECTRICAL PLUMBIN G 7 Framing ❑ Footing ❑ Rough Wiring fi Rough [1 , _, -. - ❑ Re Roofing ❑ Slab ❑ Temp Pole f I Top Out ❑ Heating Insulation LI Lintel ❑ Final 1 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO ( Mon. Tues. Wed. Thurs Friday P A.M. Inspection Made P.M. Inspector Final Inspections Certificate of Occupancy L Date sled touednoo0 to eleolimieO — euolloedsul leuld --CY2,( Joloedsul W d epeol uolloedsul w•V 7 55 — '--0/ 'Ord deplJd • u. 'PeM •sent •uo '1 W clod aid NOI103dSNI IOd AOV3!! ❑ weld eJld ❑ lawn BupeeH ❑ 4n0 dol ❑ elod dwel ❑ gels ❑ Bullooy ey ❑ 'a 'PuOO'J!V ❑ yBnoy ❑ Bu ❑ Bupood IVOINVH33W ONI8Wf11d 1V31813313 313113NO3 ❑ BulweJ,d JNIOlif19 --, -- j 7i /JOloeJ3uo0 eweN - Allleool e---- S,JBUmO SsseippV oN lo .IN 'd d / ' PeMeoey 'W'V ew lJ- 'oN 3lwJed eleQ NO1103dSNLlIOd 1S3f1O311- Ielow0 BuIPIIng 40 eoln0 4i / 40 A110 MAP SHOWING SURVEY OF LOT 6, PARK TERRACE, AS RECORDED IN PLAT BOOK 15, PAGE 60 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. / . 4/7A ? rNA coL£7MA1V . 0 4 ' , A Z A 5 r r\.1 R�� 40" z/w 1 i, I I 7' I i X 1J ,, I r; t J • Z I 'ty * ti, I 1r ?Q D � ' ' L' / ,4; U V • ..... ; .z /,4'on. ' • -� . 6'9. 603' �� 'n `l `i ' /9 5' 9 S // _ k i 4-)„0 67" �� W y s" z44 U Q 0 IA , 4 . r, V10 Q 4 y 5• Q ivy N Y1 � N 4 , �•.. 4; , °.;- N Lk � S QQ W < 1 I mo , : F "V `$ l'""' f CAA / ! JA_K I ? V 2cc , IA 0 I v, 1 k,, __. ,g... , � FUUNU '- 8987' • \ tk %2 ",.CloN '� O `,. 1 . Vr � 20 4� nk '?E54 "1/4•vA ,:,.c' Hn- f_"A.5 r - • A- ,.9,q ui.c /%.•E.7 .45 _77i /7 E`✓ //V 1:-/ ._ ,_, 1 Z5 - >n. %/'E!, - 7,4 ,;; 4 / ( ,' ", A7 ) I I • TH /5 /5 A LAND SURVEY. • rN/5 P,40f Y Z. /ES i■ FL 0OZ," %ONE "C__"' '" AVM /CH /5 /n/ 7HE AREA 0 M /N" /MA L. 1- 00 z.7/ A/6, . 8 F ATLANTIC BEACH, ;FLORIDA APPLICATION FOR ELECTRICAL i PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: O DATE: �1, -'19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS ATTACHED PLANS AND S OL I W E H AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. j .. T - ' r o/ s , o a _ , . , 4..0_ _ ,, , . E ECTRICAL- FIRM: MASTER ELECT - I IAN • A ,, � .tyre A DDRESS: 42fie R F1:)--.—B 0 X NAME' BLDG. SIZE BETWEEN; RES. N 1 APT. ( ) CONiM.'t ) PUBLIC • t i INDUS, ( ) NEW ( ) OLD l•/ REV/. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( 1. Stl. FT FEE SERVICE: NEW ( 1 INCREASE ( REPAIR ( 1 CONDUCTOR SIZE ...f .e9 AMPS 14 ' COPPER ( 1 AI.UM. (Vi l AMPS / PH ,1 W VOLT , & RACEWAY //l =af? SWITCH OR BREAKER /4"."41 ll��� EXIST. SERV. SIZE 4z) AMPS / PH W VOLT (�,��0' .. RACEWAY FEEDERS NO, SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. C 31.100 AMPS SWITCHES I L - INCANDESCENT FLUORESCENT at M. V. FIXED t 0.100 AMPS. 1 OvER APPL1ANCES Il I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW- HEAT /d -', t ,,,,_., ,..:MO -TORS. , ' ,h�.,'id`.I : -z'" < , "OL1AGl IBS - i6." . , '4. A MISCELLANEOUS 1 1 .. 'tip• :.r rep aunrne ► air ne._ f ..t lennv 11 1 1 nuts naan rr "'"'""''"'?`; May -13 -97 07:34A P.02 • CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS ' Cwnerts) [ C4(n ff�n v� Gn.N. " ` �- ✓ cam Address: (Z CL (,� 9 tai k' ?h Z 2.-2- 0,2 7 - 2 430 Lot # Block p or � # Subdivision: Ui '7 �a - d� Contractor: L • /, /7t/Xf imot/ 6,0/1 / State License # C51 0475'693 ad�r . / / /// .�,�, lioLgzzz Phone No Z6 z -7'7 75 5 ' � Describe work to be done: � �j r;� C� 2 V ,Qx-S2 -..„ GZ -4 ) CIO ( ba.14 v z*ra ' Pr esent use of bui ldi:ic: i7,1 5, v (..-€ Valuation of Proposed Construction: Y,2-0 - 0 ._ocosed use : jGti+�� :5 _....5 a n addition? / If yes, what are the dimensions of the added scare. ft. X _t. Will t e added area be heated :...... .c_o_ed? NPw e_ect_ or increase). New plumbing fixtures? New fireplace? New Heat, AC': SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMtENCE►ENT, AND OWNER /CONTRACTOR AZDAVIT, IF OWNER IS CONTRACTOR. 0: 7 S.:natre OWN__. Date. ���f ,. Signature COAST RAC C?: / / :ate: . License Supplied: ` 6 - C .. _ability Insurance: Wcr,er s Compensation .nsurance: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: I ' I 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THOMPSON ELECTRIC CO., INC, P. 0. BOX 33Q150 1,4/ ATLANTIC BEACH, FL 32�33.0 _ ELECTRICAL FIRM: MASTER N � SIGNATURE JOURNEYMAN NAME "TAU D(iE ADDRESS: ( 3�O OCFAIJ - BLitt RFD BOX • BLDG. SIZE BETWEEN: RES.b& APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! (OLD REW. ( ) DDITION TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) i L SLMN CH GRAM J A) Al. CONCRETE SUBS ON GRADE. SHALL BE S TICK REINFORCED AS SHOWN ON 1. FOR TpI ElE1.5 AND DIMENSION &WORK THESE DRAWINGS WITH PR N CHITECRAL pRAW1NO5. THE DRAWINGS. B) ALL SLABS ON GRADE TO BE IN ACCORDANCE WITH 111E 'SPECIFICATIONS FOR 2. �DTTS. EXTENDING YER FLC BAR IN GROUTED BEAM ML. LAP STPUCTURN. CONCRETE' FOR BUILDIN05 -ACT 30l -84. CELL- UNITS. IXIENONG FROM FLOOR TO FLOOR DE BEAM LEVEL. LAPPED AS NECESSARY. 1) NGICA719 pNpLANS. SHOWNDED IN �5U85 SPfDIFlm. WHERE CONTRACTION 0 JOINTS SHALL BE PRUNED E AT 15 I +EACH CTR E1.0N. 3. WALL LAYOUT SHALL BE COORDNALEDWINH AHED TO C A VOID J O N CRACKING. A RAWNGS ANY DISCREPANCY SHALL BE NOTIFIED TO THE UNDER CRACKING. FOOTINGS AND SLABS ON GRADE SHALL A OR A DDI T. 0) COMPACTION TESTS J, FOR ADDITIONAL NOTES COORDINATE WITH THE COMPLETE SET. BE TAKEN AS RECOMMENDED BY CEOTEOHNICAL ENGINEERS. 5. HOLLOW UNIT MASONRY IS PARTIALLY REINFORCED. E) SLABS ON GRADE SHALL BE CURED BY UOUID MEMBRANE FORMING COMPOUND CURING OR DIPERAOUS SHEETING CURING CR RONDO% 8, MASONRY STRUCTURE REQUIRE ENGINEERING INSPECTION. CONTINUOUSLY FOR SEVEN DAYS MINIMUM. TO AVOID SHRINKAGE CRACKS. i WELL CO Q BE CAS F) FOR DEPRESSED AREAS AND TYPE OF FINISHES, COORDINATE WITH 7. FOR FLOOR DRAINS GS. VENTS. COORDINATE PATH THE PWMBING/ ARCHITECTURAL DOMINOS. DOMINOS. MEpLANICAI• DRAWINGS. G) �- BEARING WALLS SHALL HAVE THICKENED SLAB FOOTING PER .,,,,ene�w cpAryMf: DETAILS. FOR LA °i All• D TERK)R WALLS, INTERIOR WALLS. H) KEY CONSTRUCTOR JOINTS SHALL BE PRIMED TO SUIT CONCRETING COLUMNS. ETC. ARE NON-SELF-SUPPORTING ELEMENTS OF THE STRUCTURE. OPERATION, WITH PRIOR APPROVAL OF THE ENGINEER. THESE ROOF ARE WITHSTN DEPENDENT FOR DIAPHRAGM ACTION CO ON � DOCKS I) CONCRETE ON GRADE SHALL BE N WEMPCTID AND ONS RESPONSIBLE OS 1O P ORATYBD P A O T (RED ON TE FIR NNY VAPOR CRI ER TO AGHEVC 1 8 WE LREO MP RCTU E FOR TEMPORARY SUPPORT I�NTSS � CO COMPLETE AND OF ARE E B ASE 1∎11 0E. (ALTERNATE) V A E) � STRUCTURE L ER O UNTIL FE THE STRUCTURAL FORCES. THE fORCES. A) p P R WOOE NQIBE EQUAL BEARING E KILN T STAMP TELLENI GRADNO AGENCY. OESION VH WES 5HN1. BE BASED 014 1991 SPIB GRADING RULES. ON THE DRAWINGS THE MINIMUM NAILING EICEPT OTHERWI SHOWN REQUIREMENTS � CODE. FORM IN THE TABLE 1705.1(1991) OF THE R C) WHERE HORIZONTAL MEMBERS FRAME INTO OR BEAR ON THE SUPPORT. APPRUJED GALVANIZED CONNECTORS BY SIMMONS OR EQUAL SHALL BE USED AT EVERT MEMBER. CONTRACTOR SHALL NOT USE TOE- NNUNG. p) CONTRACTOR EAL D FOR OBTAIN CELT OR ALTERNATE SPECIES OR THE MANUFACTURER TYPE ED AND SEE 00108 TO START OF WORK. TYP 00 MATERIALS SUBSTITUTED. E) NO SHALL. PPROCEED WWITHOUT PPRIOR APPROVED fR THE OWNER. MEAT ilEEEL 1. CLEAR COVER TO REINFORcEmeg Stall BE AS FOLLOWS (UNO): F00DND - ALL SIDES AND BOTTOM - S BENTS ON GRADE - FORMED AND CAST - Y BEAMS ON GRADE CAST ON GROUND - 3' SUB ON GRADE - WWF SHALL BE AT MIDNIGHT. 2. ALL RONFORO MENT SHALL BE €1. UNLES SECURED ED IN POSITI DETAILING M EANS OF STANOFR0 N BY AND PLACING OF REINFORCED STEE. SHALL IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAJuNO REINFORCED CONCRETE STRUCTURES. 15 3. CONTRACTOR SOLI COORDINATE WITH STRUCTURAL, RHCHITECTURAL, CNE. MECHANICAL AND ELECTRICAL. ETC. DRAWING FOR REOUIRDAENTS SUCH AS 140 MOWED TO T M .HO PENIN SE SLEEVES, ETD. ANY DISt�FPA4CE5 SNAIL. BE 4. IF FOOTING BEAR ON AN UNSUITABLE SOIL, STRUCTURAL ENGINEER SHALL B MUM BE BONS STRONG 11E COMPANY. ALL CONNECTORS SHAD. BE GALVANIZE. 1. ALL WOOD TO MOOD OR INCOD TO CONCRETE CONNECTORS SPECIFIED SHALL 2. All WORK SHALL BE DONE STRICKLY IN ACCORDANCE WON THE MANUFACTURERS SPECIFICATIONS. N INC. AS APPROVED BY THE STANDARD BUILDING CODE 3. ALL ANCHORS THAT MAY BE E?IBEDED INTO ALREADY CAST CONCRETE' HOLDOWN ANCHORS. AL WIDE ETC. L '8 AND PROVIDED IN ACCORDANCE WITH NLT15 4' CONTRACTOR WALL BE RESPONSIBLE TO PRODUCE A .N BY CHOKER. SlarsEgriZSEALED MANUFACTURERS N CASE OF ANY CE NOLUIChel 1. ROOF RATING SHEATHING OF LEA 1 42 INCHES AND A ND PANELS DOLL BE AT LEAST 5 /T HICK. 2. THIS SUPPORT. TI REQUIRED 5HE AS FOLLOWS: FOR R3OF DIAPHRAGM ACTION 3. NT NUWSLY P SU PL PPORTED PAN 1. cCEDU SHALL BE 4'-U x 8'-U PANELS HAVING AN ARA RATING DINGS COR AND 98µ1l BE 3/8 TICK. 2. DIAPHRAGM SHEATHING DOLL BE NAKED WITH 6d RAILS • EF VC AT ALL EDGES A113 AROUND 0091805, AND AT 12 C/C OVER INTERIAMIATE SUPPORTS. i i i _ 2- 2x4 -1 OR 2- 2x6 PLATES 2- 2x8 F - Pt ATE LEVEL SEE PLAN _ C e e F4FADERS w/ (6) 3Od \ 1/2 PLYWOOD PLANKS S' - '1AILS f - -- - - - - --/ N -.- - _ - - -- -- w1N0Gw ` -- 1 (;APS (lYP) O PENING 16'C1C $ (2) 2x L JO NAIL (4) 2x STUDS (2) 2x 1"1 PER S.B. CODE SCHEDULE SECTION . 1 7 SECTION SCALE: 1'41' -0 SCALE: 1/2'•1' -0" STUD STUD 30' 4— 8d NAILS • 1/3 NAIL LENGTH �� 1 / NAIL \-- �, .�. RUCTION �� .te NAIL DRIVEN INTO BOTTOM PL SIDE GRAIN OF (HOLDING MEMBER) HOLDING MEMBER TYPICAL STUD TO PLATE CONNECTION 1 NCINCAINBITBILTB BRIDGING \ \ SIMPSON scronT e CONNICVLAS 41) NC /NCA— Nailless installation eliminates callbacks for nail squeaks. \\ Designed for secure grip before the drive -home blow, and deeper prong �1� \1 = Install from below netration. Precision- formed into a id "'1" section. as shown, or from above. Pe n9 � — Drive upper end into Joist NB —The same application as NC/NCA bridging, but installed with nails. /— . approximately 1" from top. TB— Tension -type bridging with maximum nailing flexibility. Use jus}; two of the seven nail holes at each end. LTB— Staggered nail pattern accommodates 2x8 and 2x10 joists. Use just two of the six nail holes at each end. 1.11340 has rigid prongs that install easily into the joist, and embossments that allow crisp bends. MATERIAL: LTB -22 gauge; NCA, NBA and TB -20 gauge (except Raise lower end into NCA2x12 -16 and NBA2x12 -16 -18 gauge); NB and NC -16 gauge position and secure by driving FINISH: Galvanized NCA prongs into Joist. INSTALLATION: • Support floor joists with a depth -to- thickness ratio of six or more with bridging at intervals not exceeding 8'. If span is greater than 8', install on 2x8 or larger joists. If span is greater than 16', use d� � more than one pair. • NC /NCA may be installed before or after sheathing, from the top ..,. .,./7/,1" NB or bottom. Simply locate the bend line approximately 1" from the - joist edge. • NC /NCA has nail holes in each end for use if a prong is bent _ In..-- during installation. Fully seat nails if they are used; otherwise, ': 7 . - , - `w _ i ,,. they may lead to squeaks. , t ti- ., i/ t• / ' • NB requires two 8dx1 1 /2" fasteners at each end (included). AK:.:Vi, " ; ,, _ • TB requires two 10d commons per end (not included). . ;. . r .. - : • T requires commons per end (not included). / , I `' / . _4: LTB equ es two 6d co s pe ed ( t 1 OPTIONS: Other TB sizes available TB42, TB48, TB54, TB56 and TB60. Typical NB I CODES: BOCA, ICBO, SBCCI Nos. NER -413 and NER -443 (except NCA Installation and NBA); Dade County, FL No. 93- 0828.7 (NC and NB); City of LA Space bridging No. RR 25119 (NC, NB and TB). NCA and NBA will be supplied in to avoid contact noises. 16 gauge until the new code number for the lighter gauge is received. ' ri _- - `�� -\<� tee_ tI J OIST _ - NC .: _........: NB - TB • um ` ,46 _ ' � _ ESIZE SPACING MODEL L r MODEL L MODEL L MODEL - ; ; namt� N NO. NO z _ . " 2x8 12" o.c. NCA2x8 -12 11 NBA2x8 -12 10% TB20 20 — .�' 2x10 12" o.c. NCA2x10 -12 12 NBA2x10 -12 11'/2 TB20 20 — Typical TB Installation 2x12 12" o.c. NCA2x12 -12 13% NBA2x12 -12 12 TB27 27 — ` - - -,,, 6 e =2x14 12" o.c. NCA2x8 -16 151/ NBA2x8 -16 14% ` TB27 27 = - - :-2x16 12" o.c. NCA2x10 -16 16 NBA2x10 -16 15 : TB27 27 -: 2x8 16" o.c. NCA2x8 -16 15 NBA2x8 -16 14 TB27 27 LTB20 or 40 2x10 16" o.c. NCA2x10 -16 16 NBA2x10 -16 15 TB27 27 LTB20 or 40 2 to 3 times 2x12 16" o.c. NCA2x12 -16 161/2 NBA2x12 -16 15 TB27 27 — f aster Installation • • �- - 2x14 16" o.c. NC2x14 -16 18 NB2x14 -16 16% TB27 27 — than wood • - 2x16 16" o.c. NC2x16-16 191/4 NB2x16-16 18 TB27 27 — bridging • .— 2x10 24" o.c. NC2x10 24 23 NB2x10 24 22 TB36 36 - c12 24" o.c. NC2x12 -24 24 NB2x12 -24 23 TB36 36 - � TB - 2xt4 24" o.c. NC2x14 -24 25 NB2x14 -24 241/2 TB36 36 — . - - -.- . - (, \• 2x16 24 "o.c. NC2x16 -24 26', NB2x16 -24 25 TB36 36 - - - - - Iv _ , Space bridging to � � FT � � '.it avoid contact noises. " - I . I III \ 3 q t� n � \ i ii, LTB4 � 0 Z ■8 �,, 1� " � , 0 2x1 k - � - " CEN " � ��. � � LTB20 ' T E R S �� II, 0: Typical LTB40 Installation , • , • •• •• 0 Copyright 1994 SIMPSON STRONG -TIE COMPANY, INC. 63 s SIMI:SON *-----..........„ H SEISMIC AND S p HURRICANE TIES Strongrrie a 1 - 0 • (H re6■10 ... , ,-- - --- ,- \ sivul . . -,. _. .----- __ " L L L 1 . , andpaessiagl member without interfering with the drywall, or on the outside of the „ :l The H4 and H5 hurricane ties have unique shapes that require / ''. -4- . member without interfering with the sheathingnaterial. y ----- - 't--1 ----- -1 -.. -- _ = tt _ - -1; Ayr- . _..._ ., , ,_ The versatile H6 and H7 hurricane ties are designed to attach - - — 2 2 ; elements : studs, joists trusses, plates, and other wood structural - - The H10 and H1OR (for rough sized members) provide excellent_ uplift and lateral load resistance parallel and perpendicular to the - - - :6_-.1 ill z psreotvieidsewwhinedreaonndesmeiesmmibcetriecsrofossretrusses s anothaen: rafters, 1 -- 1 I use these connectors for general tie purposes, strongback attachments ---;, i , rou_ 1701,147v. ...v :_e; ' , fewer nails. The designs allow for installation on the inside of the ....\ H 1 - -- top plates. Optional positive angle nailing, with 8d common nails -- .va : '' ......, - J installed in double shear, connects shear blocking to rafter. 6 ..._ r _,. _._,_ ,......_ ... --- , — ' Double shear nailing, with nails driven at an angle through two -- ___ _.:- ..,- . -.-------=...--,--_ -_----...-_ Hi.--.1 -- members, distributes the load through two points on each nail forL t, - 7 - ' greater strength. Slot allows field-bending to accommodate shear ---_----- • --_ - 1/-, \ ------------7 __,:_____. ---_-:: ---........ 71 • ' riF.....:2_-__ _ - blocking angle—bend one time only. _ _ . --..., _•-j--7:.-.77-----..-7- - MATERIAL: See table ......„......`" I:1z7 . / 0-_::-- / 4 H4 ... FINISH: Galvanized. Some products available in stainless steel - --" •• H10 -----'-- ......_.......,..., C) / or Z-MAX; see Corrosion Resistance page 5 (H1OR similar) / 0: . - - - -------..........,...„ 3i 0 - INSTALLATION • Use all specified fasteneri. See General Notes -.-~-, . . 4 • The H1 can be installed with flanges facing outwards U.S. Patents 4,291,996; 4,480,941, w 1 U.S. Patent (reverse of illustration #1). When installed inside a wall, Canada Patent 1,193,418; _ j--.t.,_ 4,714,372 a birdsmouth cut is required. other Patent Pending - - 1- • H2.5, H3, H4, and H5 ties are shipped in equal quantities --- ---- -- 24, • . . of separate rights and left% . , _ _ - - -: - - ....--- . • The H7 must be bent over and around the other side of the:=7.: I-- II-1 top wood member. A minimum of four 8d nails into the truss ----- I must be used including two into the side of the truss at the ---.---''-' - ..-4.,- 2-4-ss. ' '• . end of the strap. 'r t _ \ I --. - ' :2' •-•'-,.''AIGt7,1 1 . ' • H1 and 1110 do not replace solid bloCking. ., - ... ...; • :..._, i.. . . 81 - CODES: BOCA, ICBO, SBCCI Nos. NER-422 and NER-393 (except ... MIA . H10); Dade County, FL No. 93-0828.4 (except H10, H1OR);.. '•-. ! . , _ .... WE i• 4111S2 -me: - City of L.A. No. RR 24818 (except H4, H6, H7, H10 and H1OR) : ...t. *:-.1E 4% , 915 . , . ... If.'4„ 4.4 :' _..„.....,.. 3 1' :::4e,,..-, 4 .,•,; , ,---vt. -,,,...., H5 :7:' 1 ----i- - .-‘ . .. - -.- .:,:,,, .1" . N I, - -'*. '' CC .°: , .e• 14. .? 1916 . 4' I I Y • • ...i., i ",2 4r ,.;':`. '1-1 1 0f— 4-4.!.4:- , .tit. U.S. Patent 4,714,372 -,.,. .=?.. .- 4: :S, ,:=1......"'illb,l‘ , 4 - e t .%.,.. : X , Lri" ' ' t "•• - 1, / i i i l ' .(' ', _ro/P-•- cn he I i 1 . 4;,./1 la , ''',' "' / f :' 1.\ - .. 1/ k ''.- ' „.■:..". ( if/ L: :4' •,,.._ , kfr ii , / cn H2 ..(4,,,.<,- I"' L., cf. H 1 if, t cr • • .:. ,I1 , Installation cn \‘,, ' • • 1,4= H2 Installation —can eliminate fl‘ 2* 4 eke Ai; tea.* •=....... , _ r ...z.- _• 2 - costly rafter o,' • „ ....,... ..., Nor i_ . i Fletisi.. --- ---. ....S. r . H2.5 Ties Rafter 1,6 . .. • .1 24 • 510 i i - o ;sc.. I Fla ill to Two Plates H6 H2.5 21 o_ 40:roxiallillmmillf - ° wavictio I _Ammi 4111. . --4.. %-, o" _ T:ot, IIIIIIPAMINk ..........&. ` ' \ \ ,....fif.-,"-- _..... ..., ...• - 0 . .'‘,.„.____,:_t .... ...#712 H7 1k--- - 01- ./ -- r-d III r rie--• '"Illanawilar7"- ........cdor ..aim i4;9r1 ...../ a ---. s* 11 . 1 -. . 0 " T it u c t a o l B Plate ic H3 a . 11 ... \ 20r 4 sp ' ...,- s ; • f ,....,,,,,!„ ,.„ mily r--- .-7 - L' ; - 4 4 . s- (H2.5 application similar) . -4q(Iii • „ ... . , r,- . ,,,!,., -=- ..-a/-/-- 0 ,,, ,..., ., (see footnote 3) . ..._ - -a - ---% t-- - rt, - iiii f lii VW . 64” - C... i.o. . Viii 1hr 7 la.. -..".....!--' ........,4,,.....- .9% Ai ..-. 479-: H3 installation -..t.1 , ......;og 47 - I •,41dilia 0 r , .. ......... 1 .14.17 I . $ III , . p,....... I. 1 . • H5 Ties Rafter 10 •1: 74,, • 4-41. :11p to Two Plates )-----...-::,,,L • • ---•,..1., . • 1 0 ..-...1. , ..0 * *- 11%1 • - 0 -----.- - *--... • • __—______ H4 Installation 56 0 Copyright 1990 SRAPSON STRONVIE CCRAPANY, INC. ,, SIMPSON ' Qi 5 FRAMING RS StrongTie , _ mot, , � 7. mYN1.CIOW6 � �4r, � ;,,� � � The A35 anchor's exclusive bending slot allows instant, accurate ° field bends for all two- and three -way ties. Balanced, completely reversible 0 design permits the A35 to secure a great variety of connections. 1i" 1 )A I ot: . `\ 3" MATERIAL: 16 gauge rig, 16\ p FINISH: Galvanized. Some products available in stainless steel or Z-MAX; D 'o c I 1 , see Corrosion Resistance, page 5. - = o- : j INSTALLATION. • A34 Use 8- Bdx1 /2" nails. o { -D i 2' : Ep • A35 and A35F Use 12 8dx1 nails. m �I ... I NQ • A35 —Use B -Bdx1 t /2" nails for connection types Al, E and C1 - — - _ - _ --- f -- ,i I -o -- • Use all specified fasteners. See General Notes. / ° .- I CODES: BOCA, ICBO, SBCCI No. NER -413; Dade County, FL No j — -- . = 93-0828.4; City of L.A. No. RR 25119. A34 Speed Prong for Easier and Faster Installation M ODEL TYPE OF DIRECTION ALLOWABLE LOADS cs I " `_�. Fr NO. CONNECTION OF LOAD FLOOR ROOF o_ � � ' f Ft 345 365 /__ �- � ;G =, 1 ... .- A3 4 Q F2 280 280 — � -- o • 2 \� ���; © Ai, E 260 320 • Fa Ct 170 170 A34 0 A2 260 320 Q o b A35 © C2 260 315 • =x. ?_ _ D 150 150 - _ - _- -.7:: = •- 4 • Fi 450 450 o - ' -.F IA D F2 515 645 A35F - — '° ° '"1' G 500 500 -' —' � �; A35F © J 265 265 O '. ' H 440 440 ' - ± - 1. Allowable loads are for one anchor. When anchors are installed on Joists to Plate '-' ∎ ` each side of the joist, the minimum joist thickness is 3 ". A Leg Inside __ ®� ' '" © 2. Roof loads are 125% of floor bads unless limited by other criteria \ % A35 Floor bads may be adjusted for other bad durations according to the code, provided they do not exceed those in the roof column. y % 3. Some illustrations show connections that could cause cross -grain �' IA tension or bending of the wood during loading it not reinforced sufficiently. 9))? In this case, mechanical reinforcement should be considered. 1 1 ® WI � Beams to Postsk _ A and B Legs ► � El ® po i Outside V ice... w I ��e A35 ..„,„___,...> i fi ,,, ' LI B s ..._,,„. r "Ift, t .*.` ...„ Ii 1,1) il F� O Ceiling Joists A35 Q to Beam Typical A35F Installations © O to Transfer Shear Forces ......4.---_,.. ...„,,,,, .. _.,.--q;,.. , _ ....„..- ,,,,, ... • rte '' , sF°�,.. j ,° \ Studs to Plate f , ii IC �\ ©B Leg Outside ..... • ____,_ - W O Joists to Beams 0 t i® 0 Chimney Framing 54 0 Copynght 1994 SIMPSON STRONG -TIE COMPANY, INC. SIMPSON - FTAILFTA FLOOR ORS St e • it Designed for use as a floor-to-floor tension tie, one FTA - replaces two comparably sized HDs and the threaded rod, :i •... • ki resulting in substantial material and installation savings. • j.~ / , The LFTA Light Floor Tie Anchor is for nailed installations. 8 . ?? a 1 MATERIAL: See table " A ` FINISH: LFTA— galvanized; FTA— Simpson gray paint: 1 ':: 2 u % 1 ' a INSTALLATION: • Use all specified fasteners. See General Notes. y `F • Washers required on side opposite FTA for full bads. ... (r E " i • Nail holes between floors albw preattachment to the foist W; -� during installation; these nails are not required. ° - - ` d f� , , z OPTIONS: • FTA may be hot - dipped galvanized; specify HDG: - ia , € � • Specify slotted bolt holes in the FTA if wood is subject to - / , shrinkage. The LFTA should no t be used if shrinkage is - i `, , , E expected between fbors -=-_� P ---�- =- � ' `` , , • The standard modern clears an of 17" will accommodate up to a 12" joist. The clear span of the FTA maybe _- ,_ _- • FTA increased with a corresponding increase in overall length_ ` o CODES: BOCA, ICBO, SBCCI No. NER -422; ICBO No. 1211 _ __ . r ! City of L A Nos RR 2 2 0 8 6 and RR 25064. - - -- _ - Typical FTA Installation W - - - . FASTENERS MAXIMUM ALLOWABLE UPLIFT LOADS' (133) DIMENSIONS (TOTAL) 1. Allowable loads have been LFTA MODEL AVG LENGTH OF BOLT increased 33% for wind or NO. MATL MAX CLEAR L p 11, DIA ULT further increase allowed. IN WOOD MEMBER LFTA2 earthquake loading with no WIDTH SPAN 1'/3 2 2 '� 3 3'/3 2. Reduce the allowable load for 16 ga 21/4 17 3$% 16-10d — 4200 — — — — — 1205 the LFTA accorrring to the code - E _ FTA2 9 — whe nails penetrate wood 'L less than 1 FTA2 10 ga 3 17 371/2 4 5 /• 11600 1575 2095 2600 2820 2820 3/4 ". i FTA5 10 ga 31/2 17 451/2 4 3 / 4 14600 1865 2500 3125 3725 4050 — • ° ! FTA7 3 ga 3'/2 17 56 6 '/e 25600 3435 4460 5475 6575 7600 — ��' - _ ! TS 7VVIST t .. . li * . :. Twist straps provide a tension connect between two �' N F wood members. An equal number of right and o therwise. left hand units `1 r� , I = are supplied in each carton unless ordered i �, ' - '` I MATERIAL: 16 gauge Corrosion- Resistance, page 5. and Z -MAX; see \ /10 � d' i FINISH: Galvanized. Some products available in stainless steel ti 4 11 1 INSTALLATION: Use all specified f See General Notes. • TYPical TS �� • . 0 Installation ALLOWABLE • MODEL L FASTENERS LOADS 1. Install half • of the fasteners on each N0. (TOTAL.) end of the strap to achieve full loads. L • •, i (133) 2. Loads have been increased 33% for \�- I TS9 9 8-16d 530 wind or earthquake loading with no ` . TS12 11 10 -16d 665 further increase allowed. '` _ • 0 . -.- 0 • . , 8 3.16d sinkers (9 ga x 3Y�') may be ``�\. _ T TS18 17 14 -16d 930 substituted for the specified 16d - TS22 21 18 -16d 1215 commons at 0.83 of the table loads. •0 1 ' H - Typical T DIMENSIONS FASTENERS Installation „- „,,,, . BOLTS L ` _ T AND � MATL L H B NAILS DIA at - L� -0w STRAP moils 55L 16 ga galy 4 4 1'/ 5-10d — — • _7771._ -T ' - iiV "ft,- _ .. v • 66L 14 ga gab/ 6 6 1'/2 10-16d 3 % • __ , l�`: A B $8L 14 ga gaN 8 8 2 12 -16d 3 1/2 ` °- - � °-` ' •' __ 1212L 14 ga gaN 12 12 2 14 -16d 3 1/2 r”' P M F 1212HL 7 ga ptd 12 12 2'/2" — 4 % • t 1616HL 7 ga ptd 16 16 21/2 — 4 5 / 55L _ !. H Typical L r - T "' °£` - 661 14 ga gaN / 2 6 5 1 ' 8-16d 3 34 Installation r. 7.r"------ 128T 14 ga gaN 12 8 2 12 -16d 3 1 4 41 [ 1 1 12121 14 ga gaN 12 12 2 12-16d 3 1 4 s 1 ST 1a 1212HT 7 ga Ptd 12 12 21 — 6 % . 53 COMPANY, INC. 1616HT 7 ga ptd 16 16 21/2 — 6-% • SIMPSON �, CSI C T SSTRAPS Stro a CMST14 u • Hole �� Pattern (CMST12 similar) o y � CS are continuous utility straps which can be cut to length on the job site. ° Packaged in a lightweight (about 40 pounds), portable 2' square carton. The 0 12 gauge CMST12 is designed for use in light panel framing. The 18 gauge strap Gauge stamped ° is available in 100' or 200' rolls - specify CS18S or CS18 respectively. on part for easy o t ° Identification MATERIAL See table • _ �--° _ 'Z� _.. FINISH: Galvanized. Some products available in Z -MAX; contact factory -4._ • NI' INSTALLATION: • Use all specified fasteners. See General Notes. -- __° - er- -- ` • Wood shrinkage after strap installation acrosshorizontal wood members - o _- - - - may cause strap to buckle outward. -- .. - - - �_.. • Refer to the applicable code for minimum nail penetration and minimum _ ° __ wood edge and end distances. ° 7-•-� • The table shows the maximum allowable loads and the nails required to ; 0 3 -=o - d obtain them. Fewer nails may be used reduce the allowable load by the --=.----- _ _ code lateral load for each nail subtracted from each end. -- " • CMST only -Use only round holes for 2x lumber. Use every other - - -- CS16 Hole Pattern round hole if the wood tends to split. Use and triangle holes for - comparable MST loads, providing wood does not tend to split = =. i s CODES: BOCA, ICBO, SBCCI NER-413; Dade Co. FL 93- 1016.1 -n- - uu _ (except CMST12). _ _ - - � 1 ° __ ° _ --- --- - __ ._ :. _ - , .r. ALLOWABLE= NAIL _ j' LU1GTM L.1-11/14 NO. L L (TOTAL) (100 MODEL MAIL TOTAL END CUT LENGTH FASTENERS LOADS SPACING I LE)' (133) o.c. 45" clear span + 90' 100-16d 7230 9640 1 • CMST12 12 ga 40' 105" clear span + 210" 11 -10d 7230 9640 3'/2" _, ' .• - r =-- 208" clear span + 416" 118-10d 7230 9640 7' - 34" clear span + 68" 74-16d 5095 6795 13/4" - '" -- CMST14 14 ga 52'/z' 78" clear span + 156" 88 -10d 5095 6795 3' /x" .:: rR 155" clear span + 310" 88 -10d 5095 6795 7 _... ' 14" clear span + 28" 28 -8d 1235 1650 "� CS16 16 ga 150' 11" clear span + 22" 22 -10d 1235 1650 _ rn . _ . sir - rson r.-,•44 .. • . r.` ' 0 CS18S 18 ga 100' 11" clear span + 22" 22-8d 950 1270 CS18 18 ;la 200 9' clear span + 18' 18.10d 950 1270 2 ,. 4u „�T CS20 250' 9" clear span + 18" 18 -8d 750 1005 _. e ' er' \® Ep 20 ga 2 7" clear span + 14' 14-10d 750 1005 FT 7" clear span + 14' 14 -8d 620 825 1" 1. CS22 22 ga 300' S' /Z" clear span + 11" 12 10d 620 825 Convenient Provide minimum , carton to carry, end distance 1. Allowable loads 100 °k value is the maximum steel capacity and may 2.133 °k value may be used for use and store 1 •; Equal number of " ! . not be increased for other load durations except as otherwise indicated. wind or earthquake loading. specified ieach nails -• j . Typical CS Installation in each end as a Floor - to-Floor Tie rn w f- m O. SAIHSA S f>='^� CONNECTORS e� ~ "=`- F�— A high value cross - member seismic tie used as a horizontal tie across intervening members., Ha llot S nngge hON r 11 h` ."'" f� JJ t = j'' MATERIAL: See table � ( t f t FINISH: SA36- galvanized; all others - Simpson gray paint ( t � INSTALLATION: • Use all specified fasteners. See General Notes. - • May not be suitable for use in floor diaphragms due to their protrusion above the beams. f ! _ CODES: BOCA, ICBO, SBCCI NER -413; Dade County, FL 93- 0828.7; City of L.A. RR 25119. Typical HSA Installation - FASTENERS MAX ALLOWABLE.- MODEL STRAP (TOTAL) AVG HORIZONTAL LOADS (133) STRAP r— 9.---1 N0. SECTION L BOLTS ULT NAILS NAILS BOLTS tr - J , 4 . CITY DIA � ---� ` - SA34 7 ga x 2' /i6 34 - 4 3 / 4 12100 - 3625 / / %' �"� ' - . -� SA36 12 ga x 2' /i5 36 22-16d 4 '/s 6767 1900 1605 1. Allowable loads HSA32 3 ga x 3 32 2 3 /4 13600 1910 •- . 4 - '"� have n HSA41 3 ga x 3 41 - 4 9 / 4 17600 - 3770 1� ^ y' . increased tor wind -» or earthquake HSA5O 3 ga x 3 50 - 6 s/4 21600 - 5470 SAME RANGER Typical SA34 loading with no HSA59 3 ga x 3 59 - 8 3/4 30100 - 6940 Installation with further increase HSA68 3 ga x 31/2 68 - 10 3 / 4 - 34200 - 8350 Saddle Hanger allowed. 2. Allowable loads assume a restrained member of 3. Bolt and nail values may not be combined. 52 0 Copyroll 19fµ SMPSON STRONG.TIE COMPANY. INC. 31/2" minimum thickness with bolts In single shear. 4. Only SA36 can be held -bent for other intermediate beam widths. • CITY OF ATLANTIC BEACH; FLORIDA Approv.d by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: RV? ( 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. _ BILL THOMPSON ELECTRIC CO., INC. ,�-,' 9 P. O. BOX FL 330150 322 g/1 _ ATLANTIC BEACH, 32233.0154 �� Zs--- FL ELECTRICAL FIRM: MASTER LECTRI N SIGNATURE JOURNEYMAN NAME - T )0 ?- 1,421 DPIE ADDRESS: 752 CxF1I3 /3LAtb. RFD BOX BLDG. SIZE BETWEEN: RES.' APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OL - RE- REW. ( ) 1. DDITION t TRAILER ( 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ► SWITCH OR BREAKER AMPS PH W VOLT RACEWAY i Z EXIST. SERV. SIZE / AMPS / / PH 3 W / s79 VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES /c CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES i'4 INCANDESCENT 1 / FLUORESCENT & M. V. FIXED ' 0.100 AMPS. OVER APPLIANCES 1 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS' MISCELLANEOUS LI�.r, . Z - TDAMCCl113IUC13C• I 1IAInei cnn v 1111 .....- .......... I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: g 3 4 DC EAR sLob OWNER OF PROPERTY: C- • ,r DA�/iD guevL,cGt PLUMBING CONTRACTOR /,Z' &` .2i✓D2e4y /, g bviq CONTRACTOR'S ADDRESS: /24.9 9 /�4AV t�,� Al STATE LICENSE NUMBER: err' (f y / t7 9 r7 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: Z- x $3.50 + $15.00 2_ Z MINIMUM PERMIT FEE $25.00 SIGNATURE OF OWNER: / S I GNATUtE OF CONTRACTOR: � 1,4 O INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner( s t&, C d� G g- Address: 939 0 Gam �VIV � Phone: - fl - 6 3 ° Lot • to Block or Unit 4 Subdivision4r t5 �.2 ✓ ✓�� L Contractor: 2 « t Afir /f/e/1/ /'v4 State License # C4 coVs693 ax 3zzz3 Address: 1//1/1 24 A, fast" {I ZZG Phone No: ?62-- Y77S Describe work to be done: SNzA Z.va rI.9 c g& e: a Avt 67v � t�S &" "e671),4 ,/zc Present use of building: SA.74z.e b ,e-, Valuation of Proposed Construction: /Z, Sow Proposed use: ecovz ,6.9) 14 Is this an addition? Y If yes, what are the dimensions of the added space: /o ft. X / ft. Will the added area be heated and cooled? Ex /sr /.✓G New electrical (or increase)? New plumbing fixtures?Ws New fireplace?/ New Heat /AC? /Vo SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENEROY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 0401° Vi Date: 13 i / ' ) Signature CONTRACT: ° /i �� Date:, e /� 5 0 4 t ip License Supplied: oO �a Or it Liability Insurance: ' 4' �� Worker's Compensation Insurance: UuHHdLig and s CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 6,3 X O r c ,. ¢ AL u o. rXen094---c- Date F __ 0 ( _ t 0 Heated Square Footage j 1 @ $ per sq ft = $ Grage /Shed @ $ per sq ft = $ Carport /Porch V @ $ per sq ft = $ Deck r @ $ per sq ft = $ Patio S 9' ) _ @ $ per sq ft = $ TOTAL VALUATION: $ j,A srd /ai 6-0G /J,G' $ To) aj yAluation 1st $ /on,' 3 l,O - 'c' $ C ep` c Remaining Value $6: per thousand or portion thereof TOTAL BUILDING FEE $ '7s -oo + 1/2 Filing Fee $ 37 ( ) Fireplaces @ $15.00 $ / ! •_S?� BUILDING PERMIT FEE S_ WATER IMPACT FEE $ 1,7Q6 2) SEWER IMPACT FEE $ — WATER METER /TAP $ 6 CAPITAL IMPROVEMENT SEWER TAP 4 RADON (HRS) .0050 $ SECTION H PAVING ( ) $ C7 HYDRAULIC SHARES $ C� CROSS CONNECTION $ CJ (72.0) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ a.S 0 ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: NOTICE OF COMMENCEMENT To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property L e7r C / 7'E7624CC P L� r go,4 /s P 6.E Ga /C.; /02i1 y c General description of improvements 16( /Fftiny ,lao.*, ,6 PL Tor✓ Owner .c1)'/1� . /1e.e.e/49 6,L`" • Address g3 oC E"AA✓ El- V47 a""L.Il is af'7or Owners interest in sight of improvement Own /r • Fee Simple Title holder (if other than owner) i►' / Name Address Contractor L.P. HUFFINGHAM INC. Address 11111 -2A SAN JOSE BLVD. #226 JACKSONVILLE. FL 32223 Surety (if any) N/A Address Amount of bond $ 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 c'f Owner Sworn to and s srib d before me this )S day of 19 9J v F 1K:CULLOUGH Notary Public =r MY COMPASSION / CC327229 EXPIRES ,/�,� �^ , C.,..(.Qo►. N ovember 1. 1997 ' �'r C V4;-111W , : �qqED TIAU 11071 f A1N iNSuAAMCE, INC CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACN WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITE! WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF WATER CLOSET. LAVATORY i BATH SERVICE _SINK TRAP STAND TUB OR SHOWER STALL (6) (8) MATER CLOSET, TANK OPERATED O 4 WATER CLOSET VALVE OPERATED (8) BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOVER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF r KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WI= WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) L URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS =20.00 EACH JOB INFORMATION 3 I 0(4 L. U J. • 1 — — algid Aouedn000 to aieo!mJeo —Th' —( uogoadsui leuy -- JOloadsui / d ,.. /_ open uopodsui Wd A e pud En ' 'INV POM sang lion qed aJd NOI173dSNI UOd AQV31:1 Cl aoeid aJIJ JaMO 6uiieaH : in do `7 ieuii ❑ pquis ❑ uogei aH O 1 e od dwal El El 'Puo0 JP1 __ — . c . _ i 6uuiM r 6ugoo E 6wgooa a - 1t/01NtlH03W IBWnId V3lU10313 ( 3.1383N00 JNiallne .,,, / d .-�.., , .- JOJOeJiUOQ.. ,r / - voir ,JOUMJ Apreooi ssaJppy clop 6 Y 9 ' — 1.0k --2/2 --g Old P , paniaoaa c-../. l , �r !� ! ._ .oN iiwied W V LL / emu_ __...c tJ - — .// aiea N 33dSNI UOd IS3f1O3b 7: - Vavdff °7 7 1 #'171,"/" . d Ie!3I lO BuIPIIne Jo OOIMO y Si ct,i' dO A113 � u J 7 9 >. F . ► • WOOD - CHAPTER 3 .: - / .■■.. ' a il ANN Apv • 1 7 e isd I. „ i O Cr • • FIGURE 305E - TYPICAL HEADER AND CONNECTORS 1993 SBCCI Standard for Hurricane Resistant Residential Construction® n g • WOOD - CHAPTER 3 305.2.3 Headers. 30523.1 Header Beams shall be provided and sized in accordance with Section 1707.3 of the Standard Building Code. The minimum number of header studs supporting each end of a header beam and the minimum number of full - length wall studs at each end of a header beam shall be in accordance with Table 305C. 305.2.32 Connections at Headers: Uplift connectors shall be provided at the top and bottom of cripple studs, of header studs, and at least one wall stud at each side of opening. See 305.3. See Figures 305D and 305E. TABLE 305C MINIMUM WALL AND HEADER STUD REQUIREMENTS Maximum Header Span (ft.) 3' I 6' I 9' I 12' I 15' I 18' Number of Header Studs Supporting End of Header 1111121 2 12 12 Unsupported Stud Number of Full- Length Studs Wall Height Spacing at Each End of Header 10' 12 in. 2 2 3 3 3 3 or less 16 in. 2 2 3 3 - 3 3 24 in. 1 2 2 2 2 2 greater 12 in. 2 2 3 4 5 5 - than 10' 16 in. 2 2 3 3 4 4 24 in. 1 2 2 2 3 3 1. The header stud shall not be required if the header is supported by a suitable framing anchor. ROOF FRAMING DOUBLE TOP PLATE-7 P1 P� P� W P4 P4 P 4 V4 P4 P4 P Uplift connection �V requirement af points A RIPPI sTUD 11 11 (top and bottom of HEADER CONNECTORS header studs): Uplift REQUIRED load per framing A A member above the header from Table 307A multiplied by the HEADER STUDS 1 -+- -FU I LENGTH number of framing _ WALL STUDS members divided by two. _ — — - rl — — Tr — — ir — — NOTE: Uplift connection NO CONNECTOR is required at each end REQUIRED 1 I of header and at 1 bottom of header studs 11 in addition to Al i 1 A-\11 at wall I I 1 - 1 } studs and at top and bottom of cripples. FIGURE 305D _ TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 76 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ t. .,4 r - 4 WOOD - CHAPTER 3 f , I' ), 1■ 11 , i ■ r.: )i tio, , , , • t i ' lvt"1 1 FIGURE 307D RAFTER TO TOP PLATE TO STUD CONNECTIONS 1.11, N % .. .... ,,, cipilli 7 it •'.`: � ► `ow ':' -a wl , . 1 J FIGURE 307E TRUSS TO TOP PLATE CONNECTIONS AND TRUSS TO TOP PLATE TO STUD CONNECTIONS FRAFER / TRUSS - SHEATHING - 0 i 9 • m N BUILDING BLOCKING 0 48 "o.c. MAX. j IN FIRST 2 FRAMING SPACES FIGURE 307E AT EACH END ROOF SHEATHING LAYOUT AND ENDWALL ROOF BRACING 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ 105 ; WOOD — CHAPTER 3 TABLE 30711 "` ROOF DIAPHRAGM REQUIREMENTS _ J 90 mph I 100 mph I 110 mph Maximum Distance Between Shearwalls Shear Capacity of Sheathing Material (pH) W 120 150 180 2W 120 150 180 3W 150 185 220 4W 195 240 290 W = Building Width EXCEPTION: The values in the table above assume an 8 ft wall height When using a wall height of 10 ft., the required shear capacity shall be increased by 25%. TABLE 307J SHEAR CAPACITIES FOR COMMON DIAPHRAGM MATERIALS f. Material Sheathing Nail Nail Spacing Shear Capacity (pit) " mow Thickness Size Blocked Diaphragms Unblocked Diaphragms s. Edge Field Group II Group III Group 11 Group III Y . ;, 6d 6 in. 12 in. 185 150 125 105 MKS* 6d 4 in. 12 in. 250 205 125 105 3/8' ..... 8d 6 in. 12 in. 240 195 160 130 _ 8d 4 in. 12 in. 320 260 160 130 s. PLYWOODI 8d 6 in. 12 in. 270 220 180 150 (C-D) 8d 4 in. 12 in. 360 295 180 - 150 15/32' 10d 6 in. 12 in. 290 240 190 155 10d 4 in. 12 in. 385 315 190 155 .: 19/32' 10d 6 in. 12 in. 320 260 215 175 . 10d 4 in. 12 in. 425 350 215 175 ~ 6d 6 in. 12 in. 185 150 125 105 6d 4 in. 12 in. 250 205 125 105 4- 3/8' 8d 6 in. 12 in. 240 195 160 130 8d 4 in. 12 in. 320 260 160 130 ,. PARTICLEBOARD ICL.EB 8d 6 in. 12 in. 270 220 180 150 8d 4 in. 12 in. 360 295 180 150 1/2' 10d 6 in. 12 in. 290 240 190 155 10d 4 in. 12 in. 385 315 190 155 5/8' 10d 6 in. 12 in. 320 260 215 175 tOd 4 in. 12 in. 425 350 215 175 er g ; ,. - - - - �'' 1 These values and values for other rades of I 9 plywood can be found in Table 1710.2A of the Standard Building Code. .. 2 These values and values for other grades of particleboard can be found in Table 1711.2A of the Standard Building „ Code. S f ' 1993 SBCCI Standard for Hurricane Resistant Residential Construction® r} 107 WOOD — CHAPTER 3 307.4 ROOF SHEATHING 307.4.1 Roof sheathing shall be 15/32 -inch Exposure 1 C-D sheathing grade plywood (wood structural panels), 1 /2 -inch 2-M -W or 2-M-3 particleboard, or better. The sheathing shall be installed in accordance with Figure 307F. Long dimension shall be perpendicular to framing and end joints shall be staggered. 307.42 Sheathing shall be fastened to roof framing with 8d common or 8d hot dipped gahranized box nails at 6 inches o.c. at edges and 6 inches o.c. at intermediate framing except as follows: See Figure 307G for nailing zones. EXCEPTIONS: 1. Use 8d ring -shank nails for all fastening in nailing zone 3 in 110 mph wind speeds and where group III species framing lumber is used in 100 mph wind speeds. 2. Space fasteners 4 inches o.c. minimum at gable endwall or gable truss. 3. Fastener spacing at intermediate supports in nailing zone 1 may be 12 inches o.c. in 90 mph wind speeds and where group II species framing lumber is used in 100 mph wind zones. 4. Where stronger roof diaphragms are required. See 307.5. • 5 . 1-ROOF EDGE I I o O r O (O 0 {0 -1 t t 1 p O I —ROOF O I O o I 8 ' 1 O i O EDGE l_ , _ (21 1 ROOF PLAN FIGURE 307G ROOF SHEATHING NAILING ZONES 307.5 ROOF DIAPHRAGM. 307.5.1 Under this Standard, the roof system acting as a structural diaphragm is required to resist lateral forces applied to exterior walls and to transmit these forces to shearwails located parallel to the applied forces. The roof system specified in 307.1, 307.2, and 307.4 has a diaphragm shear capacity of 180 plf. Where higher shear values are required by Table 307H, a stronger roof system must be selected from Table 307J or from Standard Building Code Table 1710.2A or 1711.2A. 307.5.2 When the required shear values shown in Table 307H are less than 180 plf, the requirements of 307.1, 307.2, and 307.4 may be modified to permit framing of other species groups and other panel thicknesses which produce the required shear values as selected from Table 307..1 or from Standard Building Code Tables 1710.2A or 1711.2A. Nailing pattem shall not be Tess than required by 307.4.2. 106 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ .1AP SHOWING SURVE\ =OF LOT & P ,4 R K 7 RA Ce AS RECORDED IN PLAT BOOK 15 PAGES &O OF THE CURRENT PUBLIC RECORDS OF ✓q - COUNTY, FLORIDA. C . DAV /D 3UROR /O0 E CERTIFIED TO 5 uA A)•voty L . 04 KKR C7 M Co. ii!i �jii HIli• i ►,;:.'' •1" II . . : 1, ; ; I 1 i ; , I ■ . . . Itli i . 1 i ' 1, 1 I. • • { + , ..: � : ; : P LA ZA • • ROAP. . • FOUND .4., ti DISC- • • . f N . I , L 0 T S O . ; Ji:.I .. ) 1 'r.e 1 �, - , 0. 8c3.72' lF sed ifIetrurcd •Day +.I' . �oURD6F �i': —�� iD // \ . ," .� 'D? p, • . �, arc srIKE Dr t. 33. 0 op LOVEREO - -., PbRGN �� N m CoN • G DRIVE' . "Y 4.9' 6.3' 9.5' m I- STORY �, '\ L 0 T N a.$• "-' BRICK 4 F2.Ame O w 5 I , N g 3 f3 /' . oi 4 5• min I. E N . N tin • •' . .. Q p ` a cuVER .. v 210 Pt rzc+I 2914.• 1 wsu t . ��' . N � . �/ - - 8 9e �] O4 q0 - - g 1.:,, y W . Ptr p ''''I FOUWD Z FouuD V.,.. • o.2' - - -� —�- 12. 5 * J ma sPlKtc. O 0 NO cAP) O.Z' LL 8 "). (,8 6F /e./.i measu.ers). \, O, EDGE OF i ; ' -- r 4 PA ) 1ENT • • I • ; • • . , , • : 1 . . l . • • I • • 1 . • CITY OF . l. Office of EluiIding Official REQUEST FOR INSPECTION )at /1 e Permit No. : irne 4; (5 ceived P L ailli Job Addre - Lovlity .hvner'e lame 41., Oil' g Contractor 3UILDINC.3 ' CONCRETE <- ------ '$ PLUMBING MECHANICAL rdming Footing ,_ Rough Wiring , ough 1:! Air Cond. & Ie Roofing Slab Temp Pole : : Top Out LI Heating lsuIation Lintel Fina: ' Sewer Pi Fire Place _ Pre Fab REAM FOR INSPECTION 6.; fon. Tues "Ved. Thurs. Friday A.M. c 4 _, : a:pectic:a Mode , - -,,, P.M. — 1 . _.. Final Inspection Certificate of Occupancy _ ) Dam („4„-„,..„- (.,,_....„. PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(9) HAVE BEEN MADE AND ARE SATISFACTORY: K:Sv Enclosed are the blue copies of the permits. SINCE:7Y, • /k0 BUILDING INSPECTION DIVISION cc FILE CITY OF ATLANTIC BEACH, FLORIDA Og I Approved by I APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 5 199C IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. VII THOMPSON ELECTRIC CO.. INC. A/ c P. O. BOX 330150 '/) _ ELECTRICAL FIRM: MASTER EL' TRICIAN SI . • T ; __ NAME - 80I\,W .L D6E ADDRESS: O ()C ?L3 bR. RFD BOX BLDG. SIZE BETWEEN: ES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( 1 JOLD REW. ( ► ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) �EPAIR� FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE c? Wd AMPS PH ZXOLT , RACEWAY FEEDERS NO. SIZE 1 NO. SIZE I NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL , 0.30 AMPS. 1 31.100 AMPS. SWITCHES 1 INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. i OVER APPLIANCES 1 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 MOTORS H.P. I VOLTAGE PHS NO. 1H.P. VOLTAGE PHS MISCELLA OU US S f7f / rsf ---- .-- - - - ___ ( 1111 I 1110110, CITY OF ALANTIC BRACH ‘, ROOFING PERMIT APPLICATION Owner(s): t\O\Q■ o( 4,),--1,,: cir e, 0 c-) Address: 1 3 ■ g ' . • '0 L) 6. Phone: S11.2:1 Lot # , Block or Unit # Subdivision: Contractor:-LAKAIT\. c'C\ co k Address: r \ -1 " - Z fo kliii .8) AI .4-ke. City, State and Zip k)ay 1 P-1.0N 3ap- II Phone State License * 9,.(7, D Describe work to be performed: 1 -P- 1,4-S - Vz1)-e,r ( 5 laSS Sk l'A )S Valuation of Proposed Construction: 4 • j00 Mate r i used: / , als to be use: it Ic c'e `\-- i■ , U k:}r SKI, r.j.e. I Signature of Owner; ,-- Signature of Contractor: _,A.I.41110;6 - 1 - Liability Insurance Supplied \- Workers Compensation Insurance upplied License Information ye7) mo w. 4 CITY OF ATLANTIC BEACH WORK ORDER DATE: S•la•q� ACCOUNT: ADDRESS: ?M I NAME ACCOUNT IN: .SOS, sl CUSTOMER PHONE �� 'f E * * NE # :49 • a� q * M 4 * * , ,S PULL AND TEST METER PULL METER LOCK METER CHECK PRESSURE REPLACE METER LID CHECK FOR LEAKS CHANGE OUT METER- CHECK TO SEE WHY OFF /Op NEW METER 1: OTHER WORK DONE BY: ****** * * ****** DATE: *****> REMARKS/SPECIAL INSTRUCTIONS: • ix. , , h, r - 0 , - , -=1 44. 1 * WORK ORDER APPROVED ***** ** *** COPY SENT TO BILLING: YES NO • r, fa �, W =� — . :.. i• , , j ■ 2 r- .,-' -. o 20 �. ;. , . i -, r •5 - i i • swats I ‘ ,,„,.., ., : : if " . .„, Z 32.4( r 1 - bilik • • 4 r. i 4 • - -. / , N . • .4. ' . \ ti • S + - io . t q ■ ' • • J8 ' q, • • f see hot o)? SAeiet i ! - .. . . \ (t . ,r4 (j) 0 44hd0h led Sehovrail \- . , • ÷. el ()` k - _. G i .. 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' • . /0- c...... ).: . ... . ..; • .14f f .. . . , . . . • - " 4.0 i ' . ' .....• • . , .. .. ' ••' - . .. . ... • • . ., , .. • '' . - • . _ . .. .• . . • . • . . . . . . . . . , . ' . - , . • ' ,,,,.: ,1'.....„::. : ., .• _ ,, ,,., ., - . , . . .. . ' , . ' .. • ..: ..'.." ' . . ' • . , . , - •'^ . • . . . • .. . * . ' , , • . ' • ,. - ,.. : .• ' , . ' o o I;i1! m o c o �n cn kri I i l 1( r rnboo co 0 rn C ~ 1 R I /' 1�`� i r71-11-7 t+s� 8845 I D EPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ..:�__.. PERmI'x' INp'41,ATIbN 1 I. n� .l Number �_,. ;_`"".� LOCATION INFt1 +#ATION 1 -R : t b er: RLU DIN � d OCEAN EOt I E 'A,RD C1 1 ca v > U a A" LAN'TiC l EACN `Lf RIDA 2233 .' _. onst • Type t COD I E �. _ LE DESCItI 'TION ? op $+ed Us : SINQI�E '.AHIL L EI Ce tic DI l �. il � Cod 0 T"���rn�^a�. f � RNA: D jt :d 'a i 1 y 5,.1 Subdj v1. i, on c A' LANTIC BRAS I prov, Cost: .00 T t l Pees: op . Aro � . •; $50 .00 k # . .., 3 UBLI FEE �, ,. Mme' , $50 00 �-- A PPLICATIOAI FLEE a� ~ m, - Y r. ya ��" y � , T a � , � , �y y y WATER .IM CT F'EE [ 5 v � I °' ; '". .u. PJ.i�. 1kI J, $ , 4 ; ao ' A E' � k.R:r a . ..+310 =.,t { a?' ' • , d� fi r: e „i.''''.4. ! , '7, M "”" w ?,..� �e ; s: y c:- zt � �."` '# .. '! 0' �' , NFORA'!T oN - -.' - .....� RA bO,N CAB 5% Nar a "Pr lo + e B INC c"'c �N. FL CRI 11 , CAPITAL IMPROVE. '"C'� 00 �. � LLE,� L 307. .. ' •' T yp SEC H XMP C" FEE . r CON ST . SURCNARE Vi i NOTE$: F t P. I N ©TICE -- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURIN t, `PERMIT voiD SIX MONTHS AFTER DATE OF ISSUE 1 1:/ UILD1NO 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 ' ``MILURE TO COMPLY WITH THE ME LIEN LAW THE PROPERTY OWNER PAYING T ICE FOR BUILDING M ROYE R f IS,S :ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR += '' V� OF APPLIC ABLE PROVISIONS' OF LAW. I A TLANT�� ACH BUILDING DEPARTMENT , , 11111111 ,1 11 y , � . y . ( ' �"" D 2016 M CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PRRMIT JOB LOCATION: 28 • • 1 Zc , , OWNER OF PROPERTY : __ ✓� ► C.0 2 6 t L BUILDINO CONTRACTOR PLUMB INO CONTRACTOR 1 • Z. A u rn >/ G AND ADDRESS: TELEPHONE NUMBER: 9 o�] °7 `7 �j'i 0 C1 STATE LICENSE NO : e r C.- O &I a_(„ TYPE 0! BUILDING: dk E5 c .btry TYPE OF WORK: e ► PE HOW MANY OF TIE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 2 47-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247 -5834