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Permits 781 Camelia St ADDRESS "/,L.��_ -�--�_/JV_��-al.�.-- BUILDING PERMIT NUMBER__._96_ INSPECTIONS FOOTING SLAB -------.-- FRAMING _ COVER UP___ - ------ --- ------ INSULATION_. -,- FINAL BUIL DING____-/=` CERTIFICATE OCC '7 _ ELECTRICAL PERMIT #_____-__.._.__ INSPECTIONS ROUGH----._/_..__-�y--_-�j--_/--_---__-•- FINAL_--! MECHANICAL PERMIT _` a �3 PLUMBING PERMIT *--0975------------------- NOTES: AW .CITY OF ATLANTIC BEACH, FLORIDA Ago�or••w APPLICATION FOR ILKTRICAL 1HRMIT TO THE CHIEF ELECTNICAL INSPECI+OR: DATE:-._.... s IWONTANT NOTICE: IN CONSIDERATION OF PERMIT OWN FM DOING THE WORK As DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCOMMcE WITH THE ATTACHED PIANS AND SPECIFICATIONS. WHICH AREA PART HEREOF,AND IN ACCOROm WITH THE ELECTRMM.REGULATIONS.CODES AND CITY OF ATLANTIC BEACH ORDINANCES. CL EvEcTnicAL,sLDG.slsi stTwias E=.1` `IVT.I 1 COMMA.I 1 PNBLICi 1 ON"t 1, OLD t 1 NEW.I I 7-y ADIXTION 11 TNMLER t I .t slim t l So.FT. SERVICE: NMI I INAR�AIK t l REPAIR 11 FEE EW MTC"ON MEA 5<� a 54 �v C an WAY FEEDERS NO. six IND. an NO. SIZE LIGHTING OUTLETS CONCEALEDOPEN TOTAL NECEWRAft= 43000cum )OPEN TOTAL 01.1"AUM. SWITCH MICANOE>wCENT FLUORUCENT a M.V. FIxs0 AM4.1APICt9 BELL TRANSF. AIR H.P.RATMIG H.►.NATMIG CONDITIONING COMI•.MOTON OTHER IMOld AMPS IL HEAT: KW.HEAT 6.1 MOTORS H.P. VOLTAGE PMs NO. M6 VOLTAGE ►Hi iC AN . CITY OF ATLANTIC BEACH, FLORIDA A..•�•+w APPLICATION FOR ILKTRICAL—IM' MIT TO THE CHIEF ELECTRICAL MISPECT0R.- DATES.. ,L / i!_,/ awmvIANT NOTICE: 1 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. \ , ELECTRI AsaJOURNEYMAN s LII.DO.an.,�� 110 an: ES. APT.t l OOMIIA.! 1 NIBLIC.t 1 nro1N.1 1 OLD t 1 Raw.f l 1 1 TRAILER t l OIiM f l SQ FT. SERVICE: NEW t'1' t 1 1111PAIR f 1 fill OmRsm A1011 S U' mm 3 YC' �'o . ILIT IIV. . W AY "am" NO. an No: an NO. on LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTAOLM CONCEALED 1 OPEN [TOTAL e.a>•tee. swITCHif PLuoRE�caNT a M.v. FIXBD AMbLIANCts I I ULL TRANSF. AIA H.P.RATINO H.P.RATINO CONDITIONING COMw.MOTOR OTHER MOTORS AMPS Call.HEAT: KW-HEAT �1 MOTORS H.P. VOLTAGE PHS NO. M6 VOLTAGE MIS 4043 pEPA*i4E-NT OF Wkb NO 1T O ATLANTIC 8 A<, P RMI�E I F NA 'ICfiN ` .- : �.�.��. LOCAT f TN `CIS A*TION P tot Ntx b rt 04 Addreiso s 781 CAMS A" 'C' , Prro� t TypestMtCA ATLANT BEACH, `�.IRbA i i o orfworks NLS � �.:.__ -.. �.�I�A� �. IPTION Cc►rrsrtr. ; Tye a WdOD 1tAi�V Lot r ren r t2 ri Subdll i n ECTXP ;-H �#rt ao ►tr d Yoaelu�s 100.00 *01 00 Tot ,,ol r � .00 Ac 0474 C t " N NAL SEAT. AW AI •. R 1. A� Mt. .*I - w w FERMT *47.,00, ACS L 'E'!" l PA l" $C . 41 , A► C3 f A N.` *0 ,00s.; - WATER TAS ` C. . ' T oskm 1' ON - -__ 1ADON AP Vit . NES', 8 CN; FLORIDA 3223) 0«00 �A ' Yl 's - N ' , �„ ,mak. Q - &c. fif` I N ACT FiZ gr".r 0. NOTICE-�>4411 tONC4#TE,FORMS AND FOOTINGS MUST" �1N&PI£CT p BI=,FQRE`P+d13R111+G` PERMIT VOID SIX MONTHS AFTER.DATE OF ISSUE #11#ll #NG MATEF##AL,:RUiB#SM.AhJIJ>>t�EBRIS FROM THIS WORK MUST NOT SE Pi ACEC3;CN F`111.LIC SPACE,AND MUST$E',, CI~$AiEE1 t3P i#NEI:# AU#:trC A1tVAY BY;ECTFiER C�3NTRACTOR OR OWNER ROW VITH THE MECHA TM IRA7 lkG,G #tt TO a ► 'F#Q F` 4i+#S W#tiC # RF#E PART OF 'HIS PE# M#i`Alit£} « t19,1E13,F?E1C►GAT#C Vstut#©N a AP #cal. #.aw. , <"ifn, G BEACH€3Uti,!#tvl k ARTM.ENT Ole— .4.�—} ...wr..w:✓tcs�.' s +�:aa,,.,a,—... �m,. ai.u.....E.. � _ d..._.s.y ..� BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 3$239 APPLICATION FOR MECHANICALPERMIT CALL-IN NUMBER IMPQRTANT — Applicant to complete all items in sections I, 11, III, and IV, 1. LOCATION Street Address: C OF Intersecting Streets: Between And BUILDING Sub-division II.'IDENTIFICATION - To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attec4d 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 r (Prin Teal Ati Contractors Contractor{Print) -� "" Master Name of hopeHy Owner Siynatun of Owna Signature of er Autbo=d Ag Architect or Engineer IN. NERAL !N A, Type of heating fuel: B. /1-1 IS OTHER CONSTRUCTION BEING DO EP - SPl luric` THIS BUILDING OR SITE?` - (� �❑ Gas—❑ LP ❑ Natural 13 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION OE PERMIT Q Other Spedfy IV. WCHANICAL EpUIPMWT TO RE INSTALLED NATURE OF WORK (Provide complete lid of compommts on back off✓ .4this form) Af Residential or C7 Commercial Neat ❑ Space 13Recessed tR Gntrel O Flow New Building (Co Air Conditioning: ❑ Room control Existing Building Fret System: Mshria Thicinest � ❑ Replacement of existing system Maximum capacity f ( `c,f,m, New Installation(No system previously Installed) © Refrigeration ❑ Extension or add-on to existing system Q Cooling tower: Capacity . ❑ Other — Specify g•P (] 'Fire sprinklen• Number of hes,a& Q Elevator ❑; Moniift ❑ Escaletor.___,.—(number) ❑ Gasoline pump& TNIS SPACE POR OFFICE USE ONLY (number) (Reoeiw�l 93 Tank& (number) Remarks 13 LPG contain► (number) QUnfired pressure veuel 0 Boom Permit Approved 13 Other — Specify Permit few LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT NUMbor Vnito Deacripuoa NOW Number Kamdactttrar q CITY OFN° 2 7 9 1 ATLANTIC BEACH FLORIDA f NAME ADDRESS CITY When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER 6EPAR' F�AF B1J1t:1 N i A. CITY OF ATLAN YIC BEACH . 1ERt11I `IR1AT1C1+1RNATIONOCAITION INFO Porytit . al a s 396Z,: Permit TIll lrl : ; AT AN IC ERA M# 'FLORIDALORIDA " y'poz cl*iv, of i ear i V �.� _ � „ �- I GAL DE�:RIPt]( N ---�- ►natx. ' YF 11T 1'11 Al L,tat . > idle" 149 Bust ions i 1)rrt3 ianz 1 Cr + x Salad �riNiirTON: li .la r�rt v,; 0 ts� 3 A +auxt. ':�'� 0p Do 241 trk p 't 01196LS 'FAMILY R s vencz crt.Afts 117 ATioit . a PD *411.p ;rte, h r -400 .00 1~L0rDA 'XAPS p �- y r�, , r r`' r�Fr. _ -46 77 f R M ♦ #74 :1 ♦ L �t 24 ' *0.64 *Ov 00 A'1`LA, ,� FIL 32213 HYD AUL. t ANAAX, 'so.00 Li yes a Rco '1`yp C} t P' x' P . I~tQ I f 441:s: i 4 i. ` FIQTIC -ALL.`,CNC;t1lE IFiRIIA$'AND FOOTINGS MU$T13lrt,tFtiPIlt BkAE-ft1i1' p Rn+lIT VOIp six M©NTMS aFT R•c AT OF 1 3 4 E1U1t DING MATERIAL„RUES�1$14.:A X161,D SPI$ I-40 A THIS WORK ML)) i NOT I�Iw�'E J4� L�. �1 PU•I�l iG SPI ��aldf?I�I.0 CLEAREDUP,a1yI ,HALILI Af�VaY ell F'-' tE)NTRaCTC3f OR CIiMNR.. " !► TCSA ,»Y " TH 'i"HE MEN #NC L �� l.l�lii `,�1 WL'"[' 111 ' H� ! iPERtIrIIi �R'. # Yf�lG~TWlC'E BLl1l: '1P ► EIV1` .��. IE i OSP # G T0' '' F VtO PANS WHICH ARE PAR t CSF 1 H!$ PER IT Af�tD:Sll� � R 4 iloLATI4N'E3F AIPLIi PRtltil t3F LAW. a1 L/ANTIC SEA H 8111L E311+1 �L)EF;AF1T1 1 T ' Pales QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME -L2 ------------- MAILING ADDRESS_ _ �_ ___________ -- / PHONE NUMBER_ �� DATE ---------------------- SERVICE REQUESTED_3 � Ws��_ - •-- -_ -f__«-'C- nL _ -- ��----------------------- SERVICE LOCATION '7 ,7 ------------------------------------------------ 4 DATE SENT TO // DATE RETURNED PUBLIC WORKS 7 ___ TO BUILD. DPT- ---------------- DATE ________________DA'T'E OWNER NOTIFIED--------------------- RECEIVED S J JUN 2 �. 1991 PUBLIC WORKS c- '2- TFA 6-4 JUN 2 41991 Building and Zoning 0 DEPARTMENT OF BUILDING. CITY OF ATLANTIC$.EACH Permit a hers � ares al AI1�I~�A ,�'FRIwE`i' Add 1' rmi C 'I ypr�s F'I,.CIEETN A't`L�cOTIC $EACH, F tl,,QRIDA 3'22-33 Constr Ty ' s D FRAI'IE 41 L�fi I I����ar�lx:s Proposed ties Irr�llinSt I- Cc d+ : aubdiiIr�dz C "iiI ` II Est mated Vsktue c AC? CiC� Improv. , capt s *0*OC � S'50.00 0. 00 IISrrkf Work U�` �' � �i.IM81ING ,IN NEW E'TI��I.E- F"l�IIZI.Y �tEE�;I�1�N N AT O# - AP 'KATION PEES ' . to , ! *ER# i"I' .. $ 0.00 Ad / � ETHEE' to 'EH i i ACT "FE � $0.00 PL QR DAA 3 � x P `� F` E .+ UP " r HASH A HSI . $0.00 ------_ q ` .'T. � 1 AT pA - RADON GA 0.00- Ean ' Cil Ltfit"[ �av "WATER Address $0.00 .SAG E„ I .14. 2 Q HYpHAuL x SHARE 010.00 iconvp: CFC O 4 , Tppes 4 RE-194PEPT FEE .00 P '. x a a SEC« H 'ACT p'EEE $0. k3 NOTES, I f t NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE tN$PEC"PEEE4iiE Pc�u�IN� I PERMITVOID SIX MONTHS AFT I AbAft OF 1S$U'E l Si-JILDING MATERIAL,R1.BBISH.ANb DEBR1sFROM THIS WORK MUST NOT BE PLACEDIN PUBLIC SPAM AND MUST BE ! CLEARED UPAND HAULED AWAY Sy EITHER CONTRACTOR OR OWNER � F/�tILURE 0 . 1 � IIT THE ME t!C ' L� N LA CA RES,U .T ��I IkOPE AYIN TWIGf0fl, BUILD � . ISSUED ACCORDING 7tD APPI QVED PLANS WHiChi ARE PAIN OF THIS,Pelom11 AN' Ct fiO'R 1Otd FOR 9 111OiAT1ON 4f APPLIC0E PA 16NCyF L AW. •M I 4 ` ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION - ---- ------ ------- - --------- PLUMBING CONTRACTOR - _1_-t-'--' _ j!` _ _ ------- __ c -41 Tc LICENSE NUMB • i 919 4 OWNER: ------4_9---------------- BUILDING CONTRACTOR: _-� 1m__'` _____� _._�____________________ TYPE OF BUILDING _ , �zz -------------------------------- SINKS SHOWERS LAVATORY ___WATER HEATERS BATH TUBS ---_DISHWASHERS _ URINALS __________DISPOSALS ___ ____CLOSETS ___ /-----WASHING MACHINE FLOOR DRAINS __________OTHER TOTAL FIXTURE .COUNT -------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-!,: F� r i ( '-' Sturgeon Homes INCORPORATED June 24 , 1991 Mr . Don Ford City of Atlantic Beach Atlantic Beach , F1 . 32233 Dear Mr . Ford : I personally examined the tree on Lot 5 , Block 149 , Section H , Atlantic Beach and to the best of my knowledge no tree was removed that was 6m in diameter or larger . Every attempt was made to leave as many trees as w possible . Sincere y , B bby rge ' BS :ml 380 AHERN STREET • ATLANTIC BEACH, FLORIDA 32233 • (904) 246-2320 a FLOODPLAIN DEYBLOPNCNT INFORMATION Type of Developments j-it-/`t /L /y 0 T 5— Flood Zone=_-.....-..................-......---_- l Required Lowest Floor Elevations r)IN E S r J LE(/IfrI6/J = `�•y • —......N_«.--__ r fF S T- C c.FuM-T7o,U .-10.p 'If building is located vithin a flood hazard sone, a survey must -be wade AFTER TUB SLAB HAS MR POURJCD, certifying that the LOWEST FLOOR BLBYATION is equal to or above the base flood elevation established for that sone. No final inspection vial be wade and no oert$41cate of oecvponcy will be issued until the survey is on *file with the Building Department. CON"CUTS s • Applicant Aeknovledgewents t understand that the issuance of this permit to contingent upon the . above information being correct and chat the plans mad supporting data have been or shall be provided as required. Z agree-4o._powply with all applicable provisions of Ordinance las. Z3-!•li all other laws or ordinances affecting the proposed develop Date- -..__..-_Appliomnt•s Signature..., _-- ------- Department Use Required Lowest Floor Blevation -_ 3_- -_-. As Built Lowest Floor Elevation ----------------- Survey Filed with Building Deportment ---------- ------------ ----.r-------- Building Department Representative t • page 3 Heated Square Footage /� �IF@ $ 3 J � Pe'r sq ft - $ �/,��©�� 00 Garage/Shed 3 `f @ $ L 5< OOPW sq ft = $ Carport/Porch �— @ $ _per sq ft = $ Deck @ $ per aq ft = $ Patio @ $ 00 per sq ft - $ 4/00 .0 0 TONAL VAIINIM: O o D oa $ 26 0.00 76tal Valuation lat $ 4;'-Q , ono A o o Ci OU der Valuation Per thoumd paltion thereof -------------------------------------------;Total Building Fee $ 9-CO 9" 0 0 ADDMa*I. ERand/or FEES REOURM + 4, Filing Fee $ 3 -0 0 / 1 Fireplaces @ 15.00 $ =o U '.Mechanical ✓ ' Plumbing � 0 a Electric/%kw L_ ---------- Electric/Tetp Septic Tank SWIM �srr $ �///, 0 0 mmu awm Well . srincaing Pool —' SOM VeACr PM $ f o3�, 0 6 WATSL IlyPAGT FE�E�,, �$ z/00 .a6 Sigh Water Cacu►ection �>�`) I fop sewer connection ;��_ Water Meter ] {� u,,� � ' $ Elevation Certificate GR�DD T�fAI. ---------------------------------------------------------------------------------------------- WDI ATIONS and/or NMIES CITY OF ATLANTIC BEACH Fixture Unit Worksheet foY Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY 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 SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1,Z WATER CLOSET W ATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) )THTUB/SHOWER (2) URINAL WALL LIP (4) OWER GROUP PER HEAD (3) FLOOR DRAIN (1) OWER STALL DOMESTIC (2) LAUNDRY TRAY (2) VATORY (1) COMBINATION SINK AND TRAY (3) _,WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) ' KITCHEN SINK WITH WASTE _3 DENTAL UNIT OR CUSPIDOR (1) • GRINDER (3) BIDET (3) . URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) D URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 @ $20.00 EACH $ JOB INFORMATION 7 d (d-&F C(A �% s t . CITY OF 'ROPERI'Y DESCRIPTION TT��QsttCG �e�li - T f�OZII�Q / p 716 OCEAN BOUI.EVARL) ..ot __ -__�__Block !__` %__Section #___ ___ P.O.BOX 25 1tT 4B A RIDA 32231 TELEPELEPHON�(�� 249-2a95 iubdivision:- --------------------------^- - s itreet Flame � �??��Q _-���� DESCRIPT'l< 17'� �'�'Wi7f#'�C )r Address: ___ If in a FLOOD HAZARD '4 Building 'lood Zone:----- ------area complete page 3. Brief Description sem/ e7 Class of Work: / S - (Now/Remodel/Addition)-------- _---__ _ :011ING INFORMATION / j� vme Type of • Constructions_,gn /Y_____________________ :oning Proposed D Estimated Value istricts Uses 8 :xceptions or Materials zie.= ------ ariances Granted:---------------- Solid or Fill / yy% --^------------------------------------- ed l' „ Grounds Al i`l�or/ Roots____�n�____ OWNER INFORMATION 171r Method of Heating s_ �✓_ a__ r____ 'f� Property Ovner s__„•/�_/w ....�'Y 5r5C-�------------•---------- Phone s---!o----?_�- "ailing Address----?p ---A.PY?__.._-_-- •- ----------------- ! - Z� 21p:_�n----------- CONTRACTOR 3a ------------ 1 1 G -- ------ CONTRACTOR INFORMATION Contractors____ 1Q/ � /_ ah/1 -------------- Phones 27 t0_23v_ Mailing ?p Addrepa s 38.0-/-Aunt-„_______Y=e -------------=--^-- �1+_ rc1�, zip ----- --__ - -- -�' -�------ --------X2233------ p:__-j2�33 Expiration-30-9.007 License Numbers- C!�C ...................... Date:-------------- I HEREBY CERTIFY THAT I HAYS READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ?�► AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK. WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR :R NOT. THE ANTING OF A PERMIT DOES NOT PRESU"E TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES, REGULATIONS,' ORDINANCE-, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS w:w.,.•' CONTINGENT UPON THC ABOVE INFORMATION BEING TRUE AND CO R CT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL Bt PROVIDED AS RE RED. 'i4 Ovner Signature - -- ------ --- ---Date------------ Uate Contractor Signature FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments fl�kh7 Flood Zone: Required Lowest Floor Elevations �2 Ave '0'k'9 n --------------- If building is located within a flood hazard zone, 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 wade and no certificate of occupancy will be issued until the survey is on file with the Building Department. f COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting date have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No.* 23-7-11 and all other laws or wi ordinances affecting the proposed development. Date lz Applicent s Signature ---------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation Survey Filed with Building Department ___________ Building Department Representative- page 3 TREE REMOVAL SECTION A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING! ,. darn es 3?0- W�ern 2y6 2321 Property Owner's Name Address Telephone 2. Location of Tree Removal/She Alteration SECTION B (To be completed by applicants whose property le zoned residential,includes an exb*V dwelkU and which Is not presently owner-com4ft ) t.What charges are proposed b the above a m*od she? snow/ of 5.mall Rees 9-' lnm ire way 2.What is the purpose of these proposed chanties? �4 a SI e- 3. 3.Specify trees for rernoval as bkm: ' TREE COUNT SPECIES. SIZE(DBH x HEIGHT) CONDITION a 4.WIN these trees be relocated on the same P VPerty? S.It not,will replacement trees be planted? 6.Specify proposed replacement trees as follows: TRVE COUNT SPECIES SIZE OBFi x HEIG 7.Attach site plan. (SKIP SECTION C AND COMPLETE SECTION 0) SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage d SECTION C I agree to comply with the rules and practices established in Chapter 23, • Article II 'of the Code of Ordinances of Atlantic Beach. Owners Signature Date . CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for, Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL. 32220. (781-1434) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-91 ection 9—Residential Point System Method Climate Zone Department of Community Affairs NORTH 1 2 PROJECT NAME BUILDER: w m e 1-nes PERMITTING CLIMATE AND ADDRESS: L RAR 1,r G OFFICE: ZONE: 1 ❑ 2 ❑ 3x � PERMITFTT1 JURISDICTION a OWNER: NO.: NO.: (St r NEW CONSTRUCTION Z IF MULTIFAMILY,NUMBER 4F CONDITIONED�� SQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT. MR SINGLE- SQ. SINGLE- so. MULTIFAMILY ATTACHED F1 CHECK IF THIS SUBMITTAL �tNGIH �•® FT PANE �FT PANE FT REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- SO. DOUBLE- SQ. SINGLE-FAMILY DETACHED X CONDITION: LENGTH �,® FT. PANE FT I PANE FTMFT NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = I EXTERIOR STEEL R = EXTERIOR LOG R = so. M/ / so. [1:1 so. F`T' F1 R1 F7. [EFT I I 17FT. EE ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R�=-I SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD❑CON 11R = I ISO. I I F�. �❑ D FT. ® FO. m DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN CENTRAL El ELECTRIC STRIP CK HEAT ❑CEILING FANS ELECTRIC SOLAR: UNCONDITIONED PUMP S.F. = SPACE R = El ROOM ❑ NATURAL GAS ❑CROSS VENTILATION ❑ NATURAL GAS � U ❑ OTHER HEAT RECOVERY(CHECK) � ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR FUELS ❑ WHOLE HOUSE FAN ❑OTHER FUELS DEDICATED IN CONDITIONED AIR CONDITIONER HEAT PUMPPACKAGE NONE ERMINAL ❑ [:1 ATTIC RADIANT NONE HEAT PUMP: ❑ •m SPACE R = ❑ NONE �7//,, BARRIER E.F. _ m.❑ SEE ER = ®_ AGUE SP O,�ll ❑ MULTIZONE EF = BE BEDROOMS INFILTRATION -7 C/� G •a PRACTICE USED (O / X 100 = ! o ❑ #1 #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. 4 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. the Florida Energy Code. Before c stru ion is complete is build' will be inspected d for compliance in accordance with actio 553.908,F.S PREPARED BY: DATE: BUILDING OFFICIAL: L �— I hereby certify that this bui mg' in compli ce i the d n Code. _ C OWNER AGENT: DATE: DATE: Cn i n nf7Z Cl) �Y tY V1 4 II I V IWO ,4, reli l ;� II � � f i I � { JOB: STURGEON HOMES 9607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRJSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TO X-'.00 L-R: 0 .00 6. 15 12.33 18.52 24.37 i BOT CHORD 2X4 S0. PINE #2 19% WEBS 2X4 50. PINE #3 19% BC X-LOC L-R: 0 .00 E. 15 12.33 18.52 24.37 iALL PLATES ARE CENTERED ON JOINT UNLESS CTHERWISE INDICATED. CONTRACTORS WARNING: j SEE ORWGS. 130 & 160/160A-F FOR TYP. PLATE LCCA-li, DETAILS. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PLATE MONITCR USED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. , I i 1 I 4X4 T--� i 3Xj 2 . 5X4 1 I 2X5 (A Ii 12 I 12 2X5 (A 1) 7.00 I 7.00 i , 5X8 1X3 2X4 12-;Z-0_1-12-Z-0 2-0-0 24-8-0 OVER 2 SUPPORTS R=1756# W= 3.50" R=£370# W= 3.50" PLT. TYP.-ALPINE SEON-- 15016 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0 .2500 4 DESIGN CRIT:TPI REF TC LL 30 .0 PSF DATE 02/ 11/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TO GL 7.0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL iO . O PSF -ENG FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LO. 47. 0 PSF 0/A LEN, 24-8-0 DUR.FAC. 1 . 33 PITCH 7 . 0 12 SPACING 24.0" 'TYPE JOE: STURGEON HOMES #607 THIS CWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TPUSS MFR. TOP CHCRO 2X4 SO. PINE #2 19% TO X—LCC L—R: 0.29 6.33 12.52 18.37 BOT CHORD 2X8 SO. PINE #2 DKD 15% I WESS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 6.33 12.52 18.37 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 3 COMPLETE TRUSSES REQUIRED _ AS EACH LAYER IS APPLIED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. FASTEN TOGETHER WITH 16D NAILS SEE DRW3S. 130 & 160/160A—F FOR TYP. PLATE LOCATION DETAILS. TOP CH ------------------ 16" O.C. WEBS ------------------ 4" O.C. STAGGERED ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. BOT CH ------------------ 2" D.C. STAGGERED NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2) -16D NAILS IN BOTTOM CHORD ONLY. NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: I j FROM ONE SIDE--40' 0" OF SPAN FRAMING TO THE BOT CHORD I OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TO LOAD OF 74 PLF AND A BC LOAD OF 906 FLF i I i 5X4 i 5X5 12 4 7.00 1 I 5Xo ' 12 3X7 (A 1) 3-10-5 7.00 \ 8X8 3X8 2X8 ` I i GiVEP. 2 SUPPORTS R=8862# W= 3.50" R=8852# W= 3.50" PLT. TYP.—ALPINE _SEGN-- 15017 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0 . 1875 — TDESIGN CRIT:TPI REF TC LL 30 .0 PSF DATE 02/ 11/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTEREDTC DL 7.0 PSF D,�W`"c G { PROFESSIONAL 8C CL ENGINEER BEFORE USE. SEE PAGE A100 I 10 .0 PSF --ENG WGENERAL NOTES, IMPORTANT i EC ARNINGS. .FIGATIONS AND TOT.LD. 47 .0 PSF 0/A LEN, 18-8-0 WAR i DUR.FAC. 1 .33 SPACINu SEE A80VE TYPE ___� JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE #2 DKD 15% TO X-LOC L-R: 0.29 5.51 10.34 15. 17 20 .00 24.83 29.66 BOT CHORD 2X4 SO. PINE #2 19% 34.49 39.71 I WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN BC X-LCC L-R: 0.29 5.51 10.34 15. 17 20 .00 24.83 29.66 { 34.49 39.71 : W1-2X4 S0. PINE #2 19% PROVIDE FOR HORIZONTAL MCV'EMLNT AT ONE SUPPORT. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 150/160A-F FOR TYP. PLATE LOCATION DETAILS. t 6xJ -�Z 2 . 5X4 j 2 . 5X4 Wi I � 2 . 5X4 5X6 5X6 12 i 12 2 . 5X4 7.00 7X8 7.00 3.50 3.50 3X9 (F1) 2 . 5X4 12 5X7 5X7 12 2 . 5X4 3X9 (F 1) 1 . 5X3 1 . 5X3 2-0-0 20-0-0,120-0-0 �2-0-0 20-0-0 F-20-0-0 40-0-0 OVER 2 SUPPORTS R=2020# W= 3.50" R=2020# W= 3.50" PLT . TYP.-ALPINE SEON-- 15018 FURhIISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 ` DESIGN CRIT:TPI REF TC LL 30 . 0 PSF DATE 02111-191 THIS DRAWING SHOULD 6E APPROVED BY A REGISTERED TO DL 7. 0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 . 0 PSF -ENG FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LD. 47. 0 PSF 0/A LEN. 40-0-0 . 1 . 33 PITCH 7 . 0 12 SPACING 1Ll_- SPACING 24.0" ITYPE JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2'4 S0. PINE #2 19% TC X-LCC L-R: 0 .29 6.93 13.49 20.00 25.51 33.02 39.71 BOT CHORD 2X4 SO. PINE #2 15% WEBS 2X4 SO. PINE #3 19% BC X-LCC L-P: 0.29 10 .23 20.00 29.77 39.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 #3 HEP"-FIR 0'=i BETTER CONTINUOUS LATERAL BRACING TO SEE DRWGS. 130 6 16O/16OA-F FOR TYP. PLATE LOCATION DETAILS. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING Y,ATERIAL TD BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. I 5X5 2 . 5X4 2 . 5X4 5X6 12 ( \12 5X5 (A) (A) / 2X5 (A 1) i 3X5 (A 1) 2 . 5X4 5X8 2 . 5X4 20-0-0_120-0-0 2-0-0 40-0-0 OVER 2 SUPPORTS -- — R=1852# W= 3.50" R=2020# W= 3.50" i PLT. TYP.-ALPINE SEAN-- 15019 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI REF TC LL 30 .0 PSF DATE 02/11/9 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 PSF ENG FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. TDT.LD. A7 .0 PSF 0/A LEN. 40-0-0 DUR.FAC. 1 . 33 1 PITCH 712 SPACING 24.0" {TYPE : lee-71- c . ... .._. .. . ..... PAP 0 C 7' TV 7 v 7 Quote APPLICATION FOR MATER AND/OR SEWER TAP APPLICANT NAME :�1-42-(- -- --=L d, - -- X.PL1�L------------- MAILING ADDRESS_ 0 _ _ �� _ ------------------ PHONE NUMBER -.Q �------------------- DATE-----����------ SERVICE ------------------------ SERVICE LOCATION___ /)-y�j --- ------------------------------------------------ DATE SENT TO ,`/� (� DATE RETURNED PUBLIC WORKS 410 T-`� TO BUILD. DPT. - ------------ ---- ---------------- DAtE OWNER NOTIFIED------------------L-- a JUN 2 41991 Building and Zoning s JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L_-R: 0 .00 6. 15 12.33 188.52 24.37 BO! CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0 .00 6. 15 12.33 18.52 24.37 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CCNTRACTORS WARNING: � SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LCCATICN DETAILS. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPCRT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PLATE MONITOR USED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 4x4 3X6 2 . 5X4 ' I 2X5 (A 1) 12 12 2X5 (A 1) 7.0012 � i7.00 5X8 IX3 2X4 6-0-0 imp-p 12-Z--0 1 12-2-0 2-0-0 1 24-8-0 OVER 2 SUPPORTS R=1756# W= 3.50" R=870# W= 3.50" PLT. "YP.-ALPINE SEON-- 15016 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0.2500 DESIGN CRIT:TPIREF TC LL 30 .0 PSF DATE 02/ 11/9 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED I TO DL 7.0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 PSF ENG WARNINGS. - FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND BC DL TOT-LO. 117.0 PSF 0/A LEN. 24-8-0 DUR.FAC. 1 .33 PITCH 7 .0 12 SPACING 24.0° !TVPF JOB: STURGEON HOMES #607 THIS DWG. PREPAP,ED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 6.33 12.52 18.37 BOT CHORD 2X8 SO. PINE #2 DKD 15% WEBS 2X4 SO. PINE #3 19% 6C X--CC L-R: 0 .29 5.33 12.52. 18.37 f i NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR "N THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 3 COiti'iPL_ETE TRUSSES REQUIRED :S EACH LAYER IS APPLIED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE IiNDICATED. FASTEN TOGETHER WITH 16D NAILS SEE DRW'GS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. TOP CH ------------------ 16" O.C. WEBS ------------------ 4" O.C. STAGGERED ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. BOT CH ------------------ 2" O.C. STAGGERED NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2) -16D NAILS IN BOTTOM CHORD ONLY. NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM ONE SIDE--40' 0" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 906 P-IF 5X4 ` 5X5 12 7.00 5X6 3X7 (Al) F 12 7.00 3-10-5 8X8 3X8 2X8 I -18-Z-0 OVER 2 SUPPORTS R=8662# W= 3.50" R=8862# W= 3.50" PLT. TYP.-ALPINE SEAN-- 15017 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI REF TC LL 30 .0 PSF DATE 02/ 11/91 THIS DRAWING SHOULD BE APHROVED BY A REGISTERED TC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 PSF -ENG FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LO. 47.0 PSF O/A LEN. 18-8-0 OUR.FAC. i .33 SPACING SEE A80VE ITVPF JOB. SVURGEON HOMES #607 THIS OWG. PREPAPED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 50. PINE #2 DKD 15% TO X-LCC L-R: 0.29 5.51 10.34 15. 17 20 .00 24.83 29.66 BOT CHORD 2X4 SO. PINE #2 19% 34.49 39.71 w E 6 S 2X4 S0. FINE #3 19%, EXCEPT AS SHOWN BC X-LCC L-R: 0.29 5.51 i0.34 15. 17 20.00 24.83 29.66 34.49 39.71 : W1-2X4 SO. PINE #2 19% PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ALL PLATES ARC CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE OR'WGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. I ` I I �I � 1 6X6 _f I I i 2 . 5X4 �, 2 . 5X4 lwl 2 . 5X4 5X6 �. 5XC 12 12 2 . 5X4 ;i j 7.00 i 7X8 I 7.00 i / 3.50 3.500 1� 12 3X9 (F 1) 3X9 (F1), / 2 . 5X4 5X7 5X7 2 • 5X9 1 . 1X3 1 . 5X3 I -0-0� 20-0-0 20-0-0 2-0-0 ^�@ 20-0-0 1 20-0-0 40-0-0 OVER 2 SUPPORTS R=2020# W= 3.50" R=2020# W= 3.50„ PLT. TYP.-ALPINE SEQN-- 15018 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI REF TO LL 30 . 0 PSF DATE 02/ 11/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 PSF -ENG FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LD. 47 .0 PSF 0/A LEN. 40-0-0 oUR.FAC. 1 . 33 IPITCH 7 . 0/12 SPACING 24.0° 1 TYPF JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2'4 SO. PINE #2 19;� TC X-LCC L-R: 0.29 6.98 13.49 20.00 26.51 33.02 39.71 BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LCC L-R: 0 .29 10 .23 20.00 29.77 39.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO SEE DRWGS. 130 & 166/16OA-F FOR TYP. PLATE LCCATION DETAILS. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 5X5 2 . 5X4 I� 2 . 5X4 5X5 12 i 12 5X6 7.00 I \� (A) I (A) 3X5 (A1) 3X5 (Ai) 2 . 5X4 5X8 2 . 5X4 I i _ 20-0-0 120-0-0 j2-0-0 40-0-0 OVER 2 SUPPORTS FF R=1852# W= 3.50" R=20204 W= 3.50" PLT. TYP.-ALPINE SEON-- 15019 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI PREF TC LL 30 .0 PSF DATE 02/_11/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 PSF -ENG FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND TQT.LO. 47 .0 PSF 0/A LEN. 40-0-0 WARNINGS. if DUR.FAC. 1 .33 PITCH 7 ,0112 i SPACING 24.0" TYPF ti fill 1, It 1,4111"1 IV � otir� of (oil IIIICIIccIIIC11t Irn•r An[ IN Dori lrA7 a1 It whom It rnny concern; 1hr, under^Ir'nrd hereby Informs yrnt thnl I "pinve.tttrntm wnI he n►nde. to crrtnlr► rrnl property, end ha nrcnrdnnce with erctlon 717.11 of tine FiorMn `itnWN& the following infu nrintlon h INWIt It► thle NOTICE; UF' COMMENCEMENT. I)rarrlp(loll of property q --------------- - - t.,rnernl dr;acriplif,n of in;prove,t,l nt 1 rr / f- 1wr:rr4 I11lm"t In nlle of the improvenrrni rc �+ Fce Simple THIP huldvr (if otllcr ihnn owcor) /ddi rss _ . . _ .. - - --- -- - — - --- --- Contrnclor 'r �a Slrrety (if Any) .. -�_ ,%� - Address .. ........ ii ort 31111 alicl c«% any person 11114ing a io;n fru ILLI rowitottion of the hnprovcwctio. -------- ------ - - -- •i A 10 vt Pd,ox of I•etson within the St.11c of 1i11ri11.a, otiu•r 11;;11 hinncif, (461111aicd by owner 11pmr. wimill ootires or utltcr Ilrxon,onts „1 tray 11r atrvcti: g 4W i Arlclrrs4 _`_��l"i� ,�0�' - r r { et'..r.. .• l��'�_ ��..,/�_-_ "__1'.��t� / - In ndditinn to himself, ownrr rlrsiannies the fntinwhtb; fret..+.nn to reerive n cony of the i.ie11nr's Nolica ns plovlded In Section 717AO )2) (b), Florian Stnitrlr.s. (Fill In nt 0tvner'et option). MAP SHOWING SURVEY OF zor 9, Bz_ocu 149 _ aECT/O.y 47.74,V7-1C 9, 4c l AS RECORDED IN PLAT BOOK �g PAGES �¢ OF THE CURRENT PUBLIC RECORDS OF puVAL COUNTY. FLORIDA. CERTIFIED TO h � o � U � d v :57'0. 00' /4 9 2o � ` P,9Tlo til 35' �g 2" olp J� D�'lUEd�RI 90 00" '7Z� UN 2 MAP SHOWING SURVEY OF for 5, 131-OCX 149 SECT/oma` " ATLAA/T lC BCCACh/ AS RECORDED IN PLAT BOOK 18 PAGES-34- OF THE CURRENT PUBLIC RECORDS OF puVAL COUNTY, FLORIDA. CERTIFIED TO � Q � y � � v rp. 00 BL OC if /50 LDC/.c /4 9 �Q X Prr i 4 U/V , r 17'/ w 35` � a E� C�Y0 �N� poke` l2' /0:2" ev e /c ' 00 CA " EZ_ I A (� 57-REE 7- fill - I /� I � �� I I j �� i\ i j l � t it 11 ji JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTFO BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LCC L-R: 0 .00 6. 15 12.33 18.52 24.37 BCT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.00 6. 15 12.33 18.52 24.37 i ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CONTRACTOPS '� "Fi`JING: SEE DRWGS. 130 & 160/i6OA-F FOR TYP. PLATE LOCATION DETAILS. THIS TRUSS IS DESIGNED TO EE.A;R ANC/OR SUPPORT j ADDITIONAL LOADS AT SPECIFIC LCC'ATIO^1S. PLATE MONITOR USED. PARTICULAR CARE IS ADVISED DURINS INSTALLATIC'J TO ENSURE THAT THIS TRUSS IS ERECTED PPOPERLY i 4X4 7- i 2 . 5X4 3X6 1 2X5 (H 1) 12 -X- 'l,A i 1_ 7.0011, i 5X8 1X8 2X4 -0- 12-2-0-x,12-Z-0 2-0-0 , 24-8-0 OVER 2 SUPPORTS R=1756# W= 3.50" R=870# W= 3.50" I PLT. TYP.-ALPINE SEQN-- 15016 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTPACTCR REV 15.4.7 SCALE = 0.2500 DESIGN CRIT:TPI REF TO LL 3() .0 PSF DATE 02/1 1/g 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TO DL 7.0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 PSF -ENG FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LD. 47.0 PSF 0/A LEN. 24-8-0 OUR.FAC. 1 .33 PITCH 7 .0/ 12 SPACING 24.0° TYPF JOB. STURGEON HOMES #607 THIS DWG. PREPARED =:RUM COMPUTER INPUT iLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 S0. FINE #2 19% TO X--LCC L-R: 0.29 6.33 12.52 18.31 BOT CHORD 2X8 SO. PTNE #2 DKO 15% WEBS 2X4 SO. PINE #3 19% BC X-1-CC L-R: 0 .29 6.33 12.52 18.37 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS, 3 COMPLETE TRUSSES RECUIRED �AS EACH LA'/ER IS APPLIED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. FASTEN TOGETHER WITH : 160 NAILS SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TOP CH ------------------ 16" O.C. WEBS ------------------ 4" O.C. STAGGERED ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. BOT CH ------------------ 2" O.C. STAGGERED NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2) -160 NAILS IN BOTTOM CHORD ONLY. NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: V FROM ONE SIDE--40' 0" OF SPAN FRAMING TO THE BUT CHORD i OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TO LOAD OF 74 PLF AND A BC LOAD OF 906 PLF 1 5X 5X5 1= 7.00 i \x6 I' 3X7 (A 1) 12 7.00 3-10-5 8X8 3X8 2X8 f i L-i8-Z-0 OVER 2 SUPPORTS R=8862# W= 3.50" R=8862# W= 3.50" PLT. TYP.-ALPINE SEON-- 15017 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI REF TC LL 30 .0 PSF DATE 02/ 11/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED ITC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 .0 pSF -ENG FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. ITOT.LO. 47. 0 PSF 0/A LEN. 18-8-0 DUR.FAC. 1 .33 SPACING SEE ABOVE TYPF JOB: STURGEON HOMES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 DKO 15% TC X-LOC L-R: 0.29 5.51 10.34 15. 17 20 .00 24.63 29.66 SOT CHORD 2X4 SO. PINE #2 19% 34.49 39.71 WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 5.51 10.34 15. 17 20 .00 24.83 29.66 34.49 39.71 : W1-2X4 SO. PINE #2 19% PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16CA-F FOR TYP. PLATE LOCATION DETAILS. 6 X 6 ....r Z 2 . 5X4 2 . 5X4 4 ywl 2 . 5X4 5X6 5X3 12 12 2 . 5X4 7.00 7X8 7.00 X3.50 3.50 3X9 (F 1) 2 . 5X4 12 5X7 5X7 1� 2 . 5X4 � 3X9 (F 1) 1 . 5X3 1 . 5X3 2-0-0 20-0-0 20-0-0 �2-0-0 j 20-0-0-1-20-0-0 40-0-0 OVER 2 SUPPORTS R=2020# W= 3.50" R=2020# W= 3.50" PLT. TYP.-ALPINE SEAN-- 15018 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI RE TC LL 30 .0 PSF DATE 02111/91 { THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TC DL 7. 0 PSF DRWG i PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC DL 10 . 0 PSF -ENG FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. TOT.LD. 47. 0 PSF 0/A LEN. 40-0-0 ouR.FAc. 1 . 33 PITCH 7 .0 12 SPACING 24.0" TYPE JOB: STURGEON HOES #607 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2?'4 SO. PINE #2 19% TC X—LOC L—R: 0 .29 6.9B 13.49 20.00 26.51 33.02 39.71 BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 S0. PINE #3 19% BC X—LOC L—R: 0 .29 10 .23 20.00 29.77 39.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL GRACING TO SEE ORWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. l C 5X5 2 . 5X4 2 . 5X4 5X6 12 I \ 12 5X6 7.00 17,00 I 3X5 (A I) 3X5 (A I) 2 . 5X4 5X8 2 . 5X4 I 20-0-0 120-0-0 2-0-0 40-0-0 OVER 2 SUPPORTS R=1852# W= 3.50" R=20209 W= 3.50" PLT. TYP.—ALPINE SEON-- 15019 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 DESIGN CRIT:TPI REF I TC LL 30 .O PSF DATE 02111/91 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED TC DL 7 .0 PSF DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 BC OL 10 .0 PSF —ENG FOR GENERAL NOTES. IMPORTANT SPECIFICoATIONS AND — WARNINGS. TOT.LO. 47 .0 PSF 0/A LEN. 40-0-0 DUR.FAC. 1 .33_ PITCH 7 . 0 12 SPACING 24.0" ITYPP r 7 tol M' E 4 �� 1 V A� 1� •• r•fes • �i y d*114 All 4_p,43 Ole— . •r r+ � • CAw' nuffiratr of (Ornivattry CITY OF x Q &M4-Rai& Erpttritnrn# of Vid1biq Atoprdim 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. uscGwifieation Single Family Residence Bid$.Permit No,___ 3962 Gtoap W frame TypeConstnxiion 3 f Fire District._ Atlantic Beach t7wrteroFBuitding TQm �e�..�._.H.4IIt.P�_ Addreu Atla�it��__�e_ach, .�''�32.233 B din Address I G melia It. Lorality_,_ Atlantic Beach, FL 32233 BY:___ -Qn G. Fard. Building st D,,,:__?/29/91 VMT M A Ci"SPICUCtti rucc