Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit 654 Ocean Blvd (vault)
JOB ADDRESS PROPERTY OWNER�,&�� /2 IV e- errs PERMIT NUMBER AN2m a i 7 6s7 DATE INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEA THING 3 -2- 9 5' -� -g� FRAMING/COVER UP y- 9 9- 9 . INSULATION qq FINAL BUILDING 1- g CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# P 2-(o i- 3-�9 8�(ri( /7627 INSPECTIONS ROUGH y- - 9 9 FINAL - MECHANICAL PERMIT# 1 -7 9 R INSPECTIONS ROUGH Q 9- FINAL -�? PL UNIBING PERMIT# -7f 7 INSPECTIONS ROUGHIUNDER SLAB 3- TOPOUT WATERISEWER _ NOTES: } CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000935 Date 7/11/08 Property Address . . . . . . 654 OCEAN BLVD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COGBURN, WILBUR M. WILLIAM' S BIG BOY PLUMBING INC 654 OCEAN BLVD. Q/A:GOODLING, WILLIAM ATLANTIC BEACH FL. 516 SOUTH 11TH AVE. JAX BEACH FL 32250 (904) 241-1880 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/07/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Q IP OF � 80 SEMIN(9 CITY B2ATLANTIC LACATLANTIC �B�CH 58453 08 BUILDING-DEPT@COAB.US F r PLUMBING PERMIT APPLICATION DUVAL COUNTY DYES PERMIT#: MW 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ,dh> nt•. .a'.,:n�i4 °s::°° ry "+r h*.,'re: i ?,, ".. 3g^�'' k'x,�,, '�6 *z± 7.NAME OF COMPANY: 8.ADDRESS.: � 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: _T 1.FAX NO.: 2 12.EMAIL ADDRESS: 13.OFFICE PHONE: /® 14, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: ❑ NEW 13'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: '%' '. .&°�v 9F4 qv3° , =77k "s° / 4 y;, �r' .., 3 y,.. BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY �] URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAG FORM BLDG03:REVISED:1/10/2008 CITY OF Y&^4,c 3eal:A 1&ualk Office of Building Official REQUEST FOR INSPECTION Date 7-1— ///Permit No. �!._3 Time A.Me Received _ J4Ads oc ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑i Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Cl Top Out [i Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Z 7a READY FOR INSPECTION Pre Fab M. Mon. S. Wed. Thurs. Friday A.M. Inspection Made — 2 G P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ ate CITY OF n&4M,tG, 3e4413 -vt Office of Building Of icial REQUEST FOR INSP CTI Date rmit No. 7 Time A.M. Received M. Job Address c It`—��Gt� Owner's a Nam Contractor ��E CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole D Top Out 1—j Heating Insulation PIC Lintel ❑ Final C, Sewer 17 Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector AZ" Final Inspection ❑ Certificate of Occupancy ❑ Date /►jjff� ����� //CITY O)/F ���� 993,.2 70 Office of Building Official REQUEST FOR INSPECTI L N Date 7— 1.2 _ 9 9 Permit No. 1 ( x Timen: © A.M. Received o� P.M. & s`t om fL,4 Job Address Locality Owner's Geu t ke, Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing C7 Rough Wiring ❑ Rough Cl Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out I j Heating Insulation ❑ Lintel 17 Final ❑ Sewer r7 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday — P.M. A.M. Inspection Mad ' r P.M. Inspecto Final Inspection ❑ r Certificate of Occupancy 171 �� Date CITY OF ATLANTIC BEACH SS1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F il Application Number . . . . . 04-00028855 Date 8/11/04 Property Address . . . . . . 654 OCEAN BLVD Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------------- ------------------------ HAYES OCEAN STATE HEAT & AIR 654 OCEAN BLVD. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------- --------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ,OVDES. 'Q, C s I'T-K BUILDING OFFICIAL ocm .�i L7r CITY OF ATLANTIC BEACH �r MECHANICAL PERI'vIIT APPLICATION Date: � Property Address: ocu (� , r� Owner: ��t ,0 Telephone#: �� _ G. Contractor: QCen t0-[Q�e -ICF QJC Telephone #: EgQ-afE5! Contractor Address: 141(p ( l LL�c'-N%fH nP). Fax #:FlG(4-9�4ci In consideration of permit given for dome the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type.of Beating Fuel: If other construction is being done on this building kor site,list the building permit number: Electric �u- ❑ Gas: _LP Natural _Central Utility \ ❑ Oil ` V ❑ Other—S ecifv MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _ Space Recessed Central _Floor Residential Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpmExisting Building :j Fire Sprinklers:Number of Heads ❑ Elevator: __ Manli$ Escalator (Number) Replacement of Existing System :3 Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model W Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model* Manufacturer BTU's Agency e TANKS Nominal Capacity Type Liquid Serial Approving How Man, &Dimensions Contained Manufacturer No. Agency 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Aug-31-99 02: 10P ACM SURVEYING INC 1 904 389 6175 P.02 MAP SHOWING BOUNDARY SURVEY OF L(:n a. [il.oCK 17, A71-ANTIC 13tACH A�; REcc:Hl.)tn Iv PI AT RnnK 5, PAG'_ 69, (r. I ii (,o,,ri N i Pjf3i Ic : cm)r Cr OUVAL COLNlw, I'I CNlnA. CERTIFIEU r0: � r , 'ry-KVCV R U:1,JHEIt r217PlJAl I(': NA71ONAI TM r IN.''-.iRAN;;E I,OVI'AN" 17A 1 H RFON, 10N-3 AND LA SHAW, P.A. ''= ' "•, s - 7TH STREET City c: ,i i-rl is Beach (4rin' RIM11 ru WAv1 ..... •"tiol'�o �lc'AITb�,bldi g and Zoning c r' tLOI bo HI MK T/ '1 .00• (PI AT) rr»INn,/,•IRaN HILI N 80'08'00" E 114.99' (MEASURED) N ID NP.F'lCAP N u.�- riIIJND'./. r.AlI NIN•. IN,•' .yam ,f1r\Tlrir.ATICM a.z W � n :3 ISA 1p�N LO l W LCI A tl1 Hi MK 1! n w° W Q ONE STORY � ,-: � 7 5. p r — i• v rRANIC o « -t — 0,� J a P(7S1f 17 # 6S4 - 0 a FINISHED FLOOR ELEVATION +14.27' N G.V.O �] La Z Li ��V -• � 1�CT rKAN{,wR At`C COT w . • .�. " w. -" __.. _ .._ _.._ CJ r REeAR S IANn:R•Ar.4 IH 51.1;1 S 80,08,00" W 114.991 (MEASURED) SIAMVn7 A�(`MRI IiA(� ` x 115.00' (PLAT) (1I ,5 i!CCK .. ----_ Nn IiS Accc o7 In ov- ...,._ 7.—..., .. NOTES' 121 Vl.`�I()NS I, Rr AR!Ni:ARL dhSEU ON THP ASSIIMFlY III..A,,CNG 11 S IU"UODU" r. AI r1NC rl11 f ASILRLY UOUNDAR"IINr Ar ;f N7.:1 l:I OAKULL. Dn r h X:7 :KII'll(7N 2. 9"CRAPI II(:4h,OTTINO ONLY THE CAPn(INI U IANM;LIE WITHIN FLOOD LON ..__„_._._..._. AS SHOWN ON THE NAIIONAI FLOCC iNGU4ANC! AIX'OAII'i) ARIL 17, 1500. �CUMUNI I KLJMHI-R 120075, PANEL 0001 IL. T, 7110S SI,IiYFY RFFLECTS AL_ i.A`r MINIS h KlI;I-1h OF WAY AS -1:3 Illf 1!:V 1 I',AI k/OR TITLE DOMMITMCNT I �;UI'PUED. ONLES,nTN)RWIPI SIA Iu• NO OTHER TITLF v<R`I ICAI,ON IA!,I.A,E.N F'FRFORMED 6y TW ,INUIRMUNu 4. •175 SURVLY N(JT VAI O WIT IOU II L LNtlUb:phl) yrk 07 7•71- CIRll'PING J09 # 92,30 1 DA 1_r_ OF FIELD `,l!rVl Y: 8-74-99 DISK # /rP 26 >CALL: „ 1J' CFRT ICA JL 925 I'rlimewiar I tLRCL+YCCRTIrY n AT r . SNRWI WAS—0[uND{R MY RFSA'INSIR- CHARGE Jm:ks. ille, FIo IAa 32704 -ill WK IS IIe:MINIMUM TECNNICU STANIIARDS AS SLI I'L)PTi',DY r it GI ORIIlA (F',.—.) 9R4 .lt4 1'.41 ROOM V III 1"':1NAl SUNKYOR4 AND MAlffRS IN(:iiAF'IEH 61017-6,rLORIDA (FJi)till R11 011 Q(14 .1�4-17!15 AOMIIV�i �ODF r't IMI"4q 5LC(ION 47 071,rLOiIRS. M7GIIAII .A A o I.I r.FNSFr7 AllilN!';S k 6/U1 Rr G15II k7!•U SURVEYOR ANr1 MAVV R 4.679 STATr al I 1.0-CM LAND SURVEYS 0 CONSTRUCTION SURVEYS O SUBDIVISIONS AUG-31-1999 TUE 02:24PM ID:247-5845 PAGE:2 4 CITY O/F Office of Building Official113 {y �,�t Av REQUEST FOR INSPECTION65 7 7 / � 7 Date �� ( � Permit No. Time A.M. Received P.M. Job Address Locality Owner's Name Co _ UILDING CONCRETE ��CjTRICAL PLUMBING—��) �IECHA�NIC�AL �g g p g -.9pGCon ramin Footing ❑ Winn Re RoofingSlab ❑ Tem Pole To Outeating Insulation ❑ Lintel Li Final C'. Sewer ❑ Fire Place O Pre Fab READY FOR INSPECTION l Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection I Certificate of Occupancy F-- Date Date TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No . Address <,R-,- ec:�s�Y:ca�:c: x:xe�:csc<:�al�e�pecs�a Please update your records accordingly. T u, BUILDING CLERK CITY OF ATLANTIC BEACH vcb n A FROM: ALPINE NGINEEREDRI PRODUCTS, INC . RECEIVED ° HAINES CITY, FL 33844 APR 2 9 1999 Z m TO: MANNING JAx City of Atlantic Beach z Building anO Zoning z m m ATTENTION: _ KEVIN RON a - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENCLOSED IS THE MATERIAL THAT YOU REQUESTED DATE: 04-26- 1999 ° REF . NO . R 151 -09788 JOB NAME I0067 Repair NOTE: THIS REPAIR INCLUDES ENGINEERING N CHARGES OF $ 22.50. AN INV©ICE e SPECIAL INSTRUCTIONS Fax /3 s s / 1 f t FON THIS CHARGE WILL BE SENT SEPARATELY: kn m r HC 11699003 HC 11699004 i ALPINE Ul THANK YOU FOR USING ALPINE o TRUSS d tt Mile Lawrey o o 0 0 o o a r a W I0067 61 l N07E: SEE DRAWING HCUSRi5i 99033042 FOR LUMBER, PLATES, A AND OTHER DATA NOT SHOWN HERE. 0 NOTE:. REPAIRS MUST C04PLY WITH ALPINE DESIGNS AND D SPECIFICATIONS. r m TRUSS REQUIRES ANALYSIS TO DETERMINE IF TRUSS REGUIRES z REPAIR WITH A 6' MISSING SECTION WHERE SHOWN BELON. m m THIS TRUSS REOUIRES NO REPAIR. z z m m A m d v 0 d 0 a A N Q1 LA uA N U) 0) r 6" MISSING SECTION r I4-- 0— 0 a A 1 N 01 U1 PLT. TYP.- WAVE TPI95 DESIGN CRIT TPI n1 xNNARN[NGYx TRUSSES REWIRE ExTAFNc CARE IA FABRICATIN; HANDLING, SHIPPING INSTALLING 8151-0978 O [J p d a d AHQ BRAC(M. REFER TO HIB-91 D!AHGLittG INSTAILLINS ANG WACI.`t61. PUKISH£0 BY TPI {TRUSS 1y1N11Ni TC LL SF AFF C l a d C] PLATE INSTITUTE, SBO O'ONOFRIO OR., SUITE 200. JOA015 . NI. 331191 FOR SAFETY PRACTICES M'ACJ C= a d Q PRIOR TO PERFORWINS THESE FUNCTIONS, JxLESS 01WAYISE IN]TCATEO, TOP CWw SHALL HAVE �•����'•'• ?j TC OL 7 �'SF DATE 04/26 W RDPERLY ATTAI,AEO STRUCTV:AL PANELS AND BOTTOM CHORD SHALL HAVE A PROPEIit.Y ATTACHED RIGID : �:•,`I ,11� � f- O d pl 1= CEILING. xNIWORTAHTw&FURNISH A CBPP OF IVIS OESIQI TO THE INSTALLATION CONTRACTOR. •-:I tZ6'g.p•• g� OL 1V•�SF ORNG H{:11699003 N O G7 o O LPIaE ENGINEEREG PRGOLCTS, INE. SHALL HOT BE RESPONST&E FOR ANY DEVIATION FADW THIS }j ALPIN I N =SIGN, AW FAILURE TV BUILD TJ;E TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. �+ d O Sf1plIH6� 5HIPPtNO, ItJTTALl1AIG ANO BRACIHJ6 OF IAVSS%S, DESIGN GONFO.iJfS N1TN ASPLICABLE - S _; BC. LL 0•�SF -ENG �T+L QOVISIGNS OF NDS INATEON4 OESION SPECIFICATIC H PUBLISHED BY THE AMERICAN FOREST AND �y o d PAPER ASSOCTATIQA1 AND TPI. ALPINE IONIJ=CTORS AK3 MADE q: 24G1 ASTM A653 GR40 GALY. BTEes- 7 QT,�d, Q 7.�+$F 0 TRUSS d c%CEPT AS NOTED. APPLY COtfMECTQRS TQ EACH FACE OF IpUSS AND �S'OV ERMISE LOCATED 0,141 ••_ N d lHT5 02SAGH POSITION GD\TJECTQRS PER DIIANIH$6 16O A-Z. 71.E SEAL �f DRANING INDICATES t, ` (]�Jp FAC 1 ,33 ICCEPTANCE OF PROFESSIONAL ENGIN=ERING RESPONSIBILITY SOLELY FOR THE. MUSS CONPONEMr A�, 0� \\ B C? o C) d d C1 OFSIGN SWARM, THE SUITABILITY AAO USE OF THIS CSFOR ANY PARTICULAR BVIJ.91M 14 fA is N N N H T ► SPACING 24,0` n - 71 NOTE; SEE ORANING HCUSR151 99032096 FOR LUMBER, PLATES, A ANO OTHER DATA NOT S40WN HERE. 0 HATE: REPAIRS MUST COMPLY WITH ALPINE DESIGNS ANO n SPECIFICATIONS. TRUSS REQUIRES ANALYSIS TO DETERMINE iF TRUSS REQUIRES m REPAIR WITH A 2`X 6" NOTCEO SECTION WHERE SHOWN BELOW, m z (1} 2X4 SCAB, ATTACH SCAB TO ONE FACE OF THE TRUSS WITH z 160 NAILS CLUSTERED IN QUANTITIES SHUNN CIRCLES. m m m d m A 0 d 21t X6 TI NOTCHED SECTION 3 a A N Ol 0 N l0 r 14- 0-- 0 �1 r LO U] UJ B A N Ql r Ul PLT. TYP.- WAVE TPI95 DESIGN CRIT TPI N C� C� C7 f� XIM&PIRK60% TRUSSES REQUIRE EYMME CARE tW PABRICAT IMi}��I�ii O-IIfG SIU PDTNO, INSTALLING T A`+0 BRACING. REFER T4 HIB-91 (NAHDl3NG INSTAL Ila AND WC11to, PUBLASKU BY TPL (TRUSS TC LL SF AEF f CyAc::3C=lo LATE INSTITUIE, 553 D'ON0'RIp pR., SUITE Z00, ADISON, Wt. 53719! fO.7 SAFETY PaACtICES / �� �� �C OL �Q �SF DATE 04/26 99Wt� C� VPOPtET Y ATTACHE9MSTPVCCTURAINPANELS ANS. D BOTMIINLESS TCHHOORD SYtOULtHAVE AL PAOPEgYY ARD ITALL HAVECHEO RIGTO \•�N�•71�i••'+►iC=1C� "FILING. MNIHpg4TANT1% FURNISH A COPY Qf 1HS5 DES16H TO THE NSTTLlATIOti CONI r R3` ! ' �G t3L SF �Rl1G HCI 1699004ALPINE ENBINEEREO fMpDUCTS, INC. SHALL 110f BE AESPON31OLF FOR t1EVIAtION FR' T 9Q DESiGY. ANY FAILURE TO BUuILD THE TRUSSES IN CON OOWNCE WITH 7PI. OR F/BTICATING i�y YILING, SIiIPPiriG, TNSffLLING AND BRACING GF TRUSSES. DESIGN CONFOR.VS WITH APPLICABLE •~� 13C LL0•�SF "�NG ���PROYISIGNS OF HO"s (NATIONAL DESIGN SPcCIFICATIOtT PUSLTSHEO BY TMS AYERICM FO fSt ANDPAPER ASSOCIATION[ 4110 TPI. ALPINE CONMMRS AR3 NAGE OF 20GA ASTH A657 GR40 GALY. STEEL 1 TOT,LO. 55•up t� CEPT AS N0TE0. APPLY M4NFCTORS TO EACH FACEOF TRUSS AND, UNLESS OIN[RWTSE LOCATED CJI �. ' .� i•^O (A p til5 OEST6N, POSITION CCHKCTORS PER BRANINGS 7E0 A-Z-'THE SEAL ON THIS DRAWING INDICATE, f� •- t��aY OUR. L e ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOVSIBIttly SOLELY Kit INE TRUSS COMPONENT i zm n q O C� CnD ^ESIG" SHOWN. THE 3'STTABIL11Y AND USE OF THIS COWPON011 FOR Ah'f P00001 AR BUILolta '�r,Awlt„w,..�. SPACING 24,0" u (A IS TH. a-zipanal ILITY ef T!K oulLallikAUEGRER. PER A TP CITY OF /� 14&4odw /3e44CA-QZll W Office of Building Official REQUEST FOR 1NSPECT1Zr/"'X Date _ Permit No. T � Time A.M� Received Job Address F� � , ?Q Locality Owner's �° r Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab .. Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ OR INSPECTION Mon. Tues. Wed. Thurs. Friday .M. A.M. Inspection Made r —P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 1�//� ���,� //CITY OF //���� �� 4&4a [C BearA-494isd- 6 Office of Building Official REQUEST FOR INSPECTION /��� / Date v -9 � Permit No. -7 ,? " 7 Time A.M. Received P.M. Job Address "'Locality Owner's r Name C; Contractor BUILDING r CONCRETE ELECTRICAL PL BIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough x Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday L ' A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date r,!� /_�1�___ /CITY_O/F /� _ n"1 4&4od C l3 P.C� 4-"t&'iKr� Office of Building Official REQUEST FOR INSPECTION fP Date Permit No. Time ,-..A.M. Received P.M LIE- Job Addres ✓ cality d f Owner's Name _/� �..nG` C ntractor BUILDING CONCRETE ELECTRICAL__r.. PLUMBING MECHANICAL Framing F Footing Imo- flea Wiring---T` Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final `'Sewer C; Fire Place ❑ ,f Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. r A.M Inspection Made /Q P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH - -- _ _ -_-------_---' MECHANICAL PERM 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION' - LOCATION<INFORMATION Permit Number: 18279 Address: 654 OCEAN BOULEVARD j Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block:_17 Sectiort:.0 Square Feet: Subdivision: ATLANTIC BEACH Est. Value: j Parcel Number: Improv. Cost: .OWNER INFORMATION Date Issued: 5/26/1999 ( Name:-STEVEN R. GEUTHER Total Fees: 25.00 Address' I&W BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA32233 Date Paid: 5/26/1999 . Phone: (904)993-2708 Work Desc: GAS PIPING- CONTRACTOR S APPLICATION FEES j SAWYER GAS COMPANY PERMIT 25.00 i i � I i v Inspections Required ROUGH MECHANICAL FINAL I I NOTICE - INSPECTIONS MUST BE-REQUESTED.AT LEAST 24-HOURS PRIOR TO INSPECTION:' = _ j BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS.WORKWUST NOT BE PLACED:IN.PUBLIC.SPACE,-AND MUST BE CLEARED UP AND HAULED AWAY BY'EITHER CONTRACTOB_.OR"OWNER' -i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LXW.CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"— ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REV TION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I i i i I $25.88 14 Date: 6/62/99 81 Receipt: 8861212 ATLANTIC BEACH BUIL DEPT. CASH _ X188883221888 3 I 00030; ," k . 4 h DFRAwroa 'r OF BUILOING , v ' { �f ATL B * H �- SRMATI T B�A' 3 C3' $ l11 5$e .OC AN B .V . at ► 3' A'UAJ�TX " B ACt 1{[.E RI AA. '3223: OF t#jPT ,N .. �. , 14 a Typs� r e s P go i Sig r + I liuk v ' E2# G - 313CGit . G+G E t 0.A ,. t, ► s + c d r tm .4451 +�EA�! BLVD. . A'Y'LAIhtTTo tTrC EACI , �'�.#3B�"143 322'" 14e ' , ' * 46 otW " # sV " CATION � . a ATOR PACT .. 1►# . lk� � 000DON 0 AS � k »« No NOTICE AI:L GONGB$TE 3RMS i�ND FOOTINCa;S MU$T BE INBAEG7E0 BORE POU RINIQ k PERMIT VOID SIX MC7NTHS AFTER DATE OF ISSUE B,VILD[NG MATER,AL,RUBBISH AND D,ESRt$PROM THIS''WOR. MUST N'CYT BE PLACED IN PUBLIC SPACE,,AND MO$T BE C Ef�FIED UP At+I;D HAU.LEf AWAY:BX' 1 CHER C(3NTRACT©R dR CfWhJER.' su LAW-CAN Ral tN N1�71 1407" IIR V . ..QIY# T1i EMENN .a�. .l t CCORa NCS Td At PRQ JED'PLANS'ANS VVMtCH ARE i�ART C3F.THIS PERMIT AND SUBJECT TO REYCiCATI{3N ? F AQP :IGABIE PI Q/t$lit�l3 CIP L41f11. �� CITY OF ATLANTIC BEACH, FLORIDA App• � APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ' 1 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. 11L ECTRI LFI M: LA ER ELECTR i NJOURNE NAME ._ s _ ADDRESS: ► QG eGUc;(• RFD BOX BLDG.SIZE BETWEEN: RES. APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( 1 OLD(Sd REW.( 1 ADDITION( 1 TRAILER ( i _TEMP.;( 1 SIGNS ( I SO. FT.. I r` SE< iCE:_C,; -NEW( i INCREASE( 1 REPAIR Y 4 FEE CONDUCTOR SIE AMPS COPPER ALUM. TCH OR BREAKER AMPS PH W VOLT RACEWAY :ID IS?.SERV.SIE -a-0Q AMPS PH 3 W 'g-Ve-VOLT S RACEWAY FEEDERS 'NO. SIZE NO. SIZE NO, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL "RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES ,INCANDESCENT fLUORESCENT k M.V. FIXED R•100 AMPS. I OVER APPLIANCES BELL TRANSF AIR H.P. RATING H.P.RATING CONDITIONINQ COMP.MOTOR OTHER MOTORS' AMPS CELL HEAT: KW-HEAT s-o iv 0-I OVER MOTORS H.P. VOLTAGE -PHS NO. I'N.P. VOLTAGE PHS ISCELLANE S TRANSFORM RS: UNDER 600 V. OVER 6i1®V. NO. KVA NO. IK' VA NO.NEON TRAiNSF. NO. VA., MOTOR SIZE SWITCH FLASH E-A. EACH SIGN I FORWARDED $ - TOTAL FEES c i f p i t BUILDING AND ZONING INSPECTION DIVISION d t#n! Z CITY OF ATLANTIC BEACH,FLORIDA _ EIECTRI CA . PERMIT Date / Fee E 20*0 Permit No. 74% � Location lli% 0120 9010MA" °° ay Between -- and This it to certify it�hyat { #r g yp, AIML (Electrical Contractor) (Master Electrician) i+• has permission to install Electrical Construction as described herein in accordance with the provisions of the Electrical Code and regulations v c of the City of Jacksonville, and subject to the information shown on the W o application, drawings and specifications which are made a part of this' Y permit. for 11 a Type of work: =11offmIIIIEIIt o SERVICE: est SWV 100 =PS, 1ph 3M UWall volt :3 > N V Feeders: W Outlets: u Receptacles: UA m Switches: y Incandescent: Fluorescent: Appliances: Air Conditioning: 1 Motors: Transformers: Signs: Miscellaneous: iMAM 11111111111M us= 131 IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: MO"S PERIOD, PERMIT _ ..__. Elecjrical Inskection Supervisor BECOMESAtOtO. ._ ,,. ,_ i CITY OF AGG Ve444— Office of Building Official ` J EQUEST FOR INSPECTION d' Date Permit No. Time A.M. Received P.M: Di n No. i ob Ad ress _ Local'y Owner' 2 Name Contractor U BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out F) Heating Lintel ElFinal L-r Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M: Mon. ues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 1*&gecc VeaGGI - 9&ud4 716 OCEAN BOULEVARD P.0.BOX 26 I ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 DATE:__ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: -------------------- 7�!-- i l0 5 'C� Qtet. 1 ucQ . ------ ------------------------------------------------- 6137 /6?D O "- aj_k 60 a S,' ) ------ ------------------------------------------------- ( ------ ------------------------------------------------- SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLAN 1C .BEACH, FLORIDA fn w APPLICATION FOR ELECTRICAL PERMIT APProwd b' TO THE CHIEF ELECTRICAL INSPECTOR: DATE. L) IMPORTANT NOTICE: WE IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS ACHEDPLANS ANDS SPECIFICAIN T14E TIONS, HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE A CODES AND CITY OF WHICH ARE A PIART HEREOF, AND IN'ACCO WITH THE ELECTRICAL REGULATIONS, - 2 5 Q ATLANTIC BEACH ORDINANCES. / ! I BILI THQMPS.ON ECECTRi`G CO., INC. �,^� P. Q. BOX 50398 l4J jpCKSf3NV'ILLE BEACH, FL 32240.0398 ELRE ECTRICAL FI M: =�jE ECT IC �y M E L ..iG�6� NAA©DRESS: f 4 C ` - ll 60 RFD BOXY._. BLDG.SIZE BETWEEN: RES. .( 1 COMM-( 1 PUBLIC i ! INDUS.( ! NEW l 1 OLD( REW. ! i ! WDITION( ! TRAILER ( '! TEMP.t 1 SIGNS ( !_ SQ.FT. SERVICE'I NEW`( ! ` INCREASE( ! REPAIR (' ! s CONDUCTOR SIE AMPS COPPER ALUM. SWITCH OR BR KER LT RACEWAY '2 EXIST.SERV.SIZE AMPS 50PEN RACEWAY FEEDERS �NO. SIZE NO. 7 SIZE LIGHTING OUTLETS CONCEALTOTAL RECEPTACLES CONCEALTOTAL PB. SWITCHES INCANDESCE FLUORESCENT&M.V. FIXED 0.100 AMPS. QV ER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONIIIIG COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. I M.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER SOON. OVER SW V. NO. KVA NO. KVA O.NEON NSF. NO. VA. FMA. MOTOR SIZE SWITCH FLASHER N TR A EACH SIGN. i FORWARDED S I. TOTAL FEES i I E C 1 CITY OF � kntl Sf MINOLF; ROAD i ,, - - ---�-- - - -- — - ----- - - - tt' .,t.\TI(� Rf:.tc'1-t. FLORIDAFLORIDA ;_,,_.,,-i-145 fF.LFPHU♦F. 1004 t 247-5800 i _ \X 0041 il'NCt}\f Vii'_-58(10 I' DATE 9-3-99 ! I JEA Construction & Maintenance i 2325 Emerson Street Jacksonville, FL 32207 I Attention-. Connie Re: Final Electrical Inspections ! Dear Connie: E f Final Inspections on the following locations have been co mpleted and approved: PERMIT No. ADDRESS / i I t i Please call me at 904-247-5826 if you have any question. Sincerely, � / 7 ATLANTIC BEACH BUILDING DEPARTMENT i I r i k k CITY OF ��t2a�rfic Seac� - ��Cvtic�a F 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 fi FAX(904)247-5805 NOTICE N TO: Water Department ` FROM.: Building Department �- '9 DATE: k' p Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: k Permit Number Address �/ f 7 6;7-q lz r i f fi N 4 Sincerely Building Department i i' 10.1trtfict1t.e of Mrruvanru Tito of Atlantic Ntacll — Floriba ftartmtnt of Nuilbing havertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 17343 GroupW•frame Type Construction sfa Fire District Atlantic Beach Owner of Building Steven Geuther Address 654 Ocean Boulevard Building Address 654 Ocean Boulevart3 caliity Stlantic Beach, FL 32233 By: DON C. FORD Building Official- Date: q 7 q� POST IN A CONSPICUOUS PLACE n��//� ����,,� //C��ITY__O//F //�__ ����__� I� &4a&' Beat.>L-A;&% 4 Office of Building Official REQUEST FOR INSPECTION Date `� Permit No. Time A.M. Received P.M. Job Addre s Itocality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab /moi M f READY FOR INSPECTION Mon. Tues Wed. (hhurs. Friday P.M. I 'Made Inspector Certificate of Occccuupa ate -- �L-- 1 v [ CITY OF Office of BuilditIg Official 18 ! REQUEST FOR NSPECTION �71,E 2 Date mit Noc. -� Time A.M. Received PM. Job Ad re Locality Owner's , Name Contractor BUILDIN CONCRETE ELECTRICAL LUMBIN raming ❑ Footing ❑ Roug inng ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. A.�MFriday g A.M. Inspection Made 2 P Inspector Certificate of Occupancy Date BUILDING, PLA NNING AND ZONING INSPECTION DEPARTHENT CITY OFATLANTIC BF.,4CH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: �� jy 5�9 Building Contractor : Building Permit Number : 1 -78 41 j Address : 6-5 �/ 0C6a/--) ClClc-/. / {� I^provements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occup_ ancv as // -5in 4 10M;14 Lowest Floor Elevation : <y, � /`/ 2-7 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Public Works Planning C�_. �j �/ &wilding �%-j"�g 9 - 3 97 INITIErtiftrate of @ccupanrg Qlitu of Attantir +lear4 — Noriba Department of +Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Famil•7 Residence Bldg. Permit No. 17843 Group W.frame Type Construction S f a Fire District Atlantic Beach Owner of Building Steven Geuther Address 654 Ocean Boulevard Build' Address 654 Ocean Boulevar&,lity Atlantic Beach, FL 32233 �'� By: DON G,Q Q. FORD Official Date: -1 2 9 Building POST IN A CONSPICUOUS PLACE C�E�tfirtt�P of C�rru tt�tr Tito of Atlantic +&ac4 — 1oriba i9partment of Nuilbing Jnspertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 17843 Group W.frame Type Construction sfa Fire District Atlantic Beach Owner of Building Steven Geuther Address 654 Ocean Boulevard Build' Address 654 Ocean Boulevardcality Atlantic Beach, FL 32233 \ By: DON C. FORD Building Official Date: f 9 9 POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH Certificate of Occupancy 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 of the City regulating building construction or use. For the following: Address: 654 OCEAN BOULEVARD Owner: STEVEN R. GEUTHER ATLANTIC BEACH, FLORIDA 32233 697 BEACH AVENUE ATLANTIC BEACH, FLORIDA 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 17843 Date: 9/02/1999 DON C. FORD, C.B.O. Must be posted in a conspicuous place CITY OF ATLANTIC BEACH Certificate of Occupancy 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 of the City regulating building construction or use. For the following: Address: 654 OCEAN BOULEVARD Owner: STEVEN R. GEUTHER ATLANTIC BEACH, FLORIDA 32233 697 BEACH AVENUE ATLANTIC BEACH, FLORIDA 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 17843 Date: 9/02/1999 DON C. FORD, C.B.O. Must be posted in a conspicuous place MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 17, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN R. GEUTHER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY PATTERSON, BOND AND LATSHAW, P.A. 7TH STREET (40.0' RIGHT OF WAY) FOUND 1/2' IRON PIPE NO IDENTIFICATION v �f= N5 w a w u �o LOT 5 a o S BLOCK 17 $ 115.00' (PLAT) FOUND 1/2' IRON PIPE N 80'08'00" E 114.99' (MEASURED) NO IDENTIFICATION 0.3'-, FOUND 1/Y IRON PIPE NO IDENTIFICATION 0.2' W W 0 36.5 �, 29.9' a N 15.6' Dv) Q LOT Q LOT 4 < Or- 45 w BLOCK 17 �' Q 2.1' ONE STORY d U .. a N FRAME r W / W a POSTED # 654 N o O J o fInISHFD flOO&F-LET/KnoN L) D_ 0 z LO a ts.6' + 14,10' ACG•v,b, Co J O Ov. 3 COVERED 1? W O Z OR J6.5' 29.9' O L0 Q 0011 �.. 60 FRAME GARAGE .•° � ',.4 � •.. .. ,. . 4. .:.. � U A. r - • 1' N 4 •Q .. • • 0 Qe•. .. .4 •.4 r 4 .2' N SET 1/2' REBAR SET 12 STAMPED 'ACM LB 6702' S $0108'00" W 114.99 (MEASURED) STAMPEDIACMRLBA67 ' X 115.00' (PLAT) LOT 3 BLOCK 17 E 1999 c OiAtlantic Beach E ;ilciir!s? and Zoning NOTES: ACCEPTED BY: LEGEND: (�GV D s 4 tArcuo,x L -X- = FENCE &V-09ET'l V�QTtcti� CONCRETE 19 Z9 NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE _ASSUMED-- BEARING OF _S 10'00'00" E_- ALONG THE EASTERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE __x__ AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL __449LR. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 9230 DATE OF FIELD SURVEY: 08-24-99 DISK # ZIP 26 SCALE: 1" = 20' CERTIFICATE 923 Peninsular Place, Suite 1 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-354-1141 BOARD OF OFESSIONAI. SURVEYORS AND MAPPERS IN CHAPTER 61617-6, FLORIDA (Fax) 904-354-1255 ADMIN VODE, PURSUANT —SECTION 47 072, FLORf�� S. 1Pam i(it/fjif` MICHAEL J. AI 0 LICENSED BUSINESS 6702 REGISTERED SURW.YOR AND MAPP `# 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS /���//� ���;,,�� //CITY__ O//F 4&4aL�C lSP.Q�L-99&u'44 Office of Building Official REQUEST FOR INSPECTION Date _ ermit No. 7 Time A.M. Received P.M. Job A dr ocality _. Owner's N— Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Rough Wiring E-1 Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.� Mon. Tues. Wed. Thurs. Friday Inspection Made t � —PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ffi CITY OF ATLANTIC BEACH 1 MECHANICAL PERMS 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION — LOCATIOMINFORMATION Permit Number: 18279 j Address:. 654 OCEAN BOULEVARD Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233. Class of Work: NEW Township: 0 Ranger 0 Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block:-17 Sectioru-0- Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: - Improv. Cost: _ OWNER INFORMATIO __ N j Date Issued: 5/26/1999 Name: STEVEN R. GEUTHER Total Fees: 25.00 Address!XW BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/26/1999 Phone: 904)993-2708 Work Desc: GAS PIPING — CONTRACTOR(S) APPLICATION FEES SAWYER GAS COMPANY PERMIT 25.00 i i ,I j Inspections Required ROUGH MECHANICAL FINAL y j i NOTICE - INSPECTIONS MUST BE REQUESTED:AT LEAST 24 HOURS PRIOR TO INSPECTION _= BUILDING MATERIAL, RUBBISH AND DEBRIS_FROM THIS.WORK.MUST NOT BE PLACED:IN.PUBLIC.SPACE,-AND MUtT BE CLEARED UP AND HAULED AWAY 13Y'EITHER CONTRACTOa OR OWNER "FAILURE TO COMPLY WITH THE-CONSTRUCTION LIEN LAW-CAN RESULT IN THE [_PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" . ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVg34TION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I PAra JUN 2 1999 CRY of Attanha Bch. ATLANTIC BEACH BUIL DEPT. s s BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLOM13A 34233 APPLICATION FOR MECHANICAL PERMIT -6A«:IN--;MBEA IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Str••t Address: (_ --�'* j/� OF Intersecting Sheets! Between_ 7,69/I/f C g� y 4D• And / � r wp✓ 'eD, BUILDING Subdivision il, IDENTIFICATION — To be completed by all applicants In conridereNon of permit given for doing the wort as described in the above statement we hereby agree to perlorm said work in accordance with the allactled plans and specifications which are o part hereol and in accordance with the City of JaclsonvdIsI ordinances and standards of good practice listed therein. Nome of M•ehenieel Contraelon Cenhaeler (Print) W s Mohr Nam• of Property Ownerg ��- Signsevr• of Owner Sign•lure of er Aulherfud Agent r Architect or Engineer 111. GENERAL INFORMATION ^. Type of healinq fuel: B• IS OTHER CONSTRUCTION BEING DONE ON ❑ Efeetnc THIS BUILDING OR SITE?. –S ❑ Gas—❑ U ❑ Neivrel ❑ Control Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT /t 7 g 4j/-5 ❑ Other — Specify IV. MIPCNANW.AL 6QUIPM94t TO BE INSTALLED NATURE or WORK IPrevide eernpl.liv list of component,an beet of this ferml LIf Residentlai or t_I Commercial ❑ Haat ❑ Space ❑ Reessiod O Central O now U New Building ❑ Air Conditioning, ❑ Room ❑ Central U Existing Building Q Duct System: Materiel T%1c%mouU,/ Replacement of existing system Ma•lmvm topeeily e.f.r" NS New Installation INo system previously Installed) ❑ Refrigeration U Extension or add-on to existing system ❑ Coolinq fewer: Capacity U Other — Specify r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION — _ LOCATION INFORMATION ___ __ Permit Number: 18781 Address: 654 OCEAN BOULEVARD Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: IRRIGATION/DRAINAGE Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: 17 Section: 0 Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION_ Date Issued: 9/02/1999 Name: STEVEN R. GEUTHER Total Fees: 25.00 Address: 697 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/0211999 Wok De c: IRRIGATION SYSTGEM -- Phone: (904)993-2708 CONTRACTOR(S) j--�___—_ APPLICATION_FEE_S _ __ HULIHAN TERRITORY/SCOTT HULIHAN PERMIT 25.00 FINAL _ ' Infections_Required_— I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND 1 MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY ,OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I � I �- $25.0014 Date: 9/03/9901 Receipt: 8884819 I, "----- -- ----- - CHECKS 1366 ATLANTIC BEACH B ILDING EPT. 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1,51� . OWNER OF PROPERTY: _oho TELEPHONE NO. PLUMBING CONTRACTOR „sp CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: TELEPHONE: Qui{ �g5 SOS HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- 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 RECEIVED u U PROPERTY DESCRIPTION Lot # Block # Section # Subdivision: / TLA^l" c 2?e4c.i{ �iIty i� l4l Ifin i 0 0 Building and Zoning Street Name DESCRIPTION OF WORK or Address: 65 4 -wj) , X (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description Weld 161 .c Class of Work: (New/ Remodel/Addition: ( ZONING INFORMATION Type of Construction: Zoning V<* Proposed District: Use: AVA' Estimated Value $ 215,O Exceptions or Variances Materials: WL-00 StA .S 1� jtrj Granted: Solid or Filled y Ground: FA(4aa t Roof: AA*# S/-_ x Method of Heating' 1 OWNER INFORMATION Property owner: j JE V G� V`9" 1+�� Phone: / a- V 9 Mailing Address L" e Zip: "17-7-33 CONTRACTOR INFORMATION Contractor: 'STW4C 6rja:V-THCV, Phone: '7'0'/ 5�`3 -24®r O Mailing Address: 70:-6.5X '33Z S5!k 4 17.. Zip: 37_1-11 STATE LICENSE NO: e�7C O �, 0 q1,6 Expiration Date: LOD I HEREBY CERTIFY THAT I HAVE 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 NOT. -THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFOR BY THIS aXs� DAY OF e7 199 NOTARY PUBLIC ,v,y .�' Patricia AmottstbB MY COMMISSION M CC5M1 EXPIRES August 27,2000 . , BONDED THRU TROY FAIN BlSWWXE,INC, CITY OF Ve4d - 1200 SANDPIPER LANE _ Y - -- ------- ------_.--,--.--_ ATLANTIC BEACH,FLORIDA 32233-4381 TELEPHONE(904)247-5834 FAX(904)247-5843 MEMORANDUM August 2, 1999 . � i TO: tc tHarris, BuildinnClerk g n Ford, Building Inspector FROM: Bob Kosoy, Director of Public Works SUBJECT: Permit Application for 654 Ocean Blvd. We have reviewed the request for driveway and parking area on City Right-of-Way from Mr. Steven R. Geuther. We do not concur with the width of the driveway within the City Right-of-Way due to the amount of impervious cover that will be placed in the Right-of-Way, and because we have a waterline directly under this area which would cause an excessive amount of concrete to be removed and repaired in the event of a water break. We have marked up the plan to show our recommended revision. cc: Phil Nodine, Streets and Maintenance Division Director Harry McNally, Utility Plant Division Director RS K/9 Cr at,Y OF actMC cEAC`1 1- CCNSiRUCT1CN PE=Mf 'ivTHIN CITY RIGHT CF WAY ANC _ St�1EN CAI T1z�l� / PTRMIT NC. I-S' ED/ BY THE Cj- SUBDIVISION CfTY =, ,E=- , 6Gq OCA i-l.VD PERMtTIl� Q, �p PErRp4t 2_7 ACCRE_� L E7�' ` ` \� i�_EPHCNE NC. �C) 7�/ -7(�/ 27VO r REC.�.IAIG RERMISSION FROM THE CITY OF ATLutT1C BEACH TO CONSTRUCT LOCATIONS: CREFERENCE TO RCSS-STREET) (a S'4-' (DC4�G40,j 1 AP-JCANT DECLARES THAT PRIOR TO T L'K THIS APa C2T Cir C -71,,S ASCSRTAINEC THE LOCATICN ^c AL_ EXISTING UTILITIES. BOTH AER+AL. ANC UN£4RG..CUNO A)40 4-4E ACC6rAT'a LCCATICKS ARE Sr.C"WN CH 711-+E SX.-°TCHES. A L=,MP OF NOTIFICATION WAS MAILrD TO THE FOLLOWING JTIL'TIE:SjMUNIC:PAL;TIES: �:ACKSCNVIL' C ELE S7 RIC AU7HCRi7- YES ( 7 NO ( �) CATE: 4c-Y SCUTH I'EL=PHCNE COMPANY YES ? RIC CATE: {PPELL GAS YES T NO iV EDAT_: r'i4EDIA CNE 'CABLE 'v Y`. ( e �40 � ) CATE: ?, WHENEVER NECESSARY FOR THE CONST-RUC-ICN, RE.-AIR. IMPRCVE?•IENT, .MAINTcNANCE, SAFE AND EFF!C;ENT CPERATiCN, ALTERATION OR .RELCCATICN OF ALL, OR ANY PCRT'CN OF SAID SIRE= .^.R =AZF—EN` AS DET_.RMINED BY THE CIRECTCR OF Pl--EL"C` cRK5, Am-r---P AL:- ^F SAIL ?CL=c. C.15L ^. OTHER FAC:L:7?ES ANC ARWURTENANCZ-111 t:,T"CRIDER "EQE`JirpE4. SYAL: BE IMMEDIATELY PE:MCVED -SCM SAI:. SIRE- OR =ASEMENT C;4 REx, Or, R£LCC.>T=:, AS ;-EC.UIRE BY THE , -ECTCR OF :6rL,C `&C.RKS, ANL' AT -HE =CPE:14SZ OF -c.- IS AL":.C.^Rt--:. C. Al WORK SHALL ME=' CIT" OF ATLANTIC EE cC OR 7-LC^RICA CEPAR--MEN" CF'RANSPIRAT:CN STANCARCS AND BE PERFORMED 'UNCER TT-FE Su'P VTSiOGN CF , ucLIJ le• P4C.:ECT SURERINT_NCENT) LOCATS.^r AT J !vC. 953-2 'J p -». ALL, YLA=ERIAL AND EDU'IPM� y,-.A� ?-4 e"r' 'e^` IALSPZ.--.lCNL 3Y THE CtREC'.CA :F =.�.' ..• `T1C3'S OR x+15 DESIGNEE. Al: C'" SHAL_ 3E R'ES'TL'R TC 'S OF?TGiNAL ^NC'TTCN AS FAP AS —,AC7!C:A-. 'N KZ—?NO 'NIT*- ..,'."' SP—:FFCAT:CNS AND TI-tE I!*Iol!£!?SATt!t-FACTCP- TC T}..c CrTY. CR -'-ANS =CVE:RIUC, "'c"�� c C,c -1-1.15 INc`• :'^.`v Sc1ALL�c MACE A ?Ari. OF :'IL?S_=D11T. THIS PERMI-$E SHALL OCMMENCE ACTUAL CONSTRUCTICN IN GCCC FAITH WITHIN 3 DAYS FRCM THE DAY CF'SA1C PSRMIT AP=RCVAL ARC ST?RL_. ?E ^RtP L. 'C VOTT??TRNAYS. 1F:;?E SEGINNTNG 7X=E IS -+cf?-- TRK 5c DAYS FROM CRTL Cf PS4MtT aPPgCV*L, TH£!Y Ps!RAtrTTEE MUS' R£VtEW THE' --+ -TH THE 04,-4 ^-TC4- OF PUBLIC WORKS TC.MA.i(E S;.F NC CHAr� '+.411 OCCURRED IN TH£ AREA 7.-' WC-;,;L:) AF-Z=- THE RSRMITTE., CJNS7RL:.C'1CN. ?. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SEC' OUT ARE GRANTED ONLY TC THE EXTENT OF THE C:T 'S RTC-HT. TML= AND INTEREST' rN THE LAND TO BE ENTERED UPON AFC USc.. ff-THE "OLDER. At•C 'HE rCLOER `NtLL. AT ALL TFM£5. ASSL,T"E AL: 4:t, ^,F' RffC :NCE.''1IJIF", 1 EFE'+C. ANC 9A.VE ,"RMI S5 7HE CITY OF ATLA++:IC B�4Cs+ ;;-;;OM AND AGA+NS» AI1Y ANP ALL LOSS, CA*+AC E, ANO COST OF EXP=LASES ARLSING IN ANY MANNER CF THE EXERCISE CR Ai:ZM.F-= EXERCISES BY THE HCL:lR OF THE AFORESAID RIGHTS AND PRIVILEGES, 9. THE CIRECTOR OF PUSUC I eE V IFIE=TvTE7rTY-FLDUR (24) HOURS PRIOR TO STAT TTRC ` =RK AND AGAIN IMM r Y U SUBMITTED BY' ]a A (P,-ACE CORPORATE SEAL IF AP5-L=ASL.E7 SWORN TO AND SUBSCRIBED SEF E ME THIS DAY OF Icy MAP SHOWING BOUNDARY SURVEY OF LOTS 3 AND 4, BLOCK 17, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN R. GEUTHER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY PATTERSON, BOND AND LATSHAW, P.A. 7TH STREET (40.0' RIGHT OF WAY) FOUND 1/2- IRON PIPE NO IOENTIFICATION 0 w v A, LOT 5 ' o0 BLOCK 17 g I 115.00' (PLAT) FOUND 1/2- IRON PIPE N 80'08'00" E 114.99' (MEASURED) i NO IDENTIFICATION 0.31 FOUND 1/2- IRON PIPE NO DENTIFICA710ki ~ �b 48.1' t + 20.0' LOT 4515.6' LOT 4 a BLOCK 17 R " ONE STORY AIR FRAME o f CONDITIONER M .r W PAD POSTED # 654 (n 15.6' o 20.1' 10.1' �1GM'��S C]v ---' rr'/' 0 O FRAME GARAGE a. r � al I` C7 - ti,l z O t _ to wv co = New 0 o z ) LOT 44 LOT 3 BLOCK 17 I � 1 0. FONOTCATSOOIDEIFION 80'13'00" W 115.27 MEASURED os� FOIsND 1/2' IRON PIPE 115.00' (PLAT) NO IDENTIFICATION r LOT 2 BLOCK 17 I NOTES: ACCEPTED BY; 9 l CITY OF �rtic Feacl - 9&ud4 1200 SANDPIPER LANE -- --- ---- -- - ------ ATLANTIC BEACH,FLORIDA 322334381 TELEPHONE(904)247-5834 FAX(904)247-5843 MEMORANDUM August 2, 1999 TO: Pat Harris, Building Clerk Don Ford, Building Inspector FROM: Bob Kosoy, Director of Public Works SUBJECT: Permit Application for 654 Ocean Blvd. We have reviewed the request for driveway and parking area on City Right-of-Way from Mr. Steven R. Geuther. We do not concur with the width of the driveway within the City Right-of-Way due to the amount of impervious cover that will be placed in the Right-of-Way, and because we have a waterline directly under this area which would cause an excessive amount of concrete to be removed and repaired in the event of a water break. We have marked up the plan to show our recommended revision. cc: Phil Nodine, Streets and Maintenance Division Director Harry McNally, Utility Plant Division Director RS K/S CFTY OF 4iLArMC BEACH CONSTRUCTION PERMIT'NrTHIN Cm RIGHTS OF WAY ANC EASEME CA-m 412 /9j PERMIT NO, IssuEZ BY THE CIr SUBDIVISION CITY STREET 655 OCE LVD PERMfrTEE S—m cj N CA7 e� A{,�, IZ PErP,46 TEE ACCRESS (G L �- c- 7TH�Y 'CZE TELEPHONE NO. ?d q `Q fF3 --7409 RECLIES.TIALG PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT `D6 VE w kN 'k QArk kv""� CrN jx'�A�k cxN F w ky LOCATIONS: I-REFERENCE S TO ORCSS- TREET) ���q- Q Ce7ygyj V APPLICANT DECLARES THAT PRIOR TO F tLt"' THIS AP -fCATtCfe -rC 'tAS ASCERTAINED THE LOCATION OF AL_ EXISTING UTILITIES, BOTH AERVAL AND UN06RGRCUN0 AND T++E ACC6RA,7E LCCA7IC#4S ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( ) NO ( ✓) CATE: BELL SOUTH TEL=PHONE COMPANY YES ( 1 f•to V) DATE. FERRELL GAS YES E > 1,40 i%/y DATE: MEZIA ONE CAaLE TV YES ( ) 1'40 ( ) CAT--: Z. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREP OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PIJHLIC WORKS, ANT OR ALL CF SAIL PCLZS, WIRES. P!--S. CABLE OR OTHER FACILITIES AND APMURTENANC`e kt r"'ORIZED H`EPEUNIDER, 15"ALL BE IMMEDIATE= REMOVED P0iOM SAID STREP 3R EASEMENT Gia 744 RELOCATED HE?EC-N-AS REQUIRED BY THE D4FEC-,OR OF Pj� 'QLIC WC-9Y-S. AKC, AT THE EXPENSE OF T1iE.PERM177ME UNLSS.F2E1MHLU:tSEMENT IS AL7HCR—D. ALL WORK SHALL MEET CITY OF ATLANTIC SEACH OR FLORIDA CEEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SLIPERVT57CN OF S1-1V4-d F Geu, "CIL. PRC.JECT SUPERINTENDENT) LCCAT£D AT f (` 4. ALL NATER1ALS AND EOUIPMEUT EiE `l'o 'F'CT Tv L.bLSP-C-11-U 3Y THE DIRECCR CF PUR, IC IIYC.RILS OR HIS DESIGNEE. S. ALL CITY PROPERTY SHALL 3E REs'r-- f --C ITS ORTCTNAL AZS FAR AS PRACTICAL. TN KEEPTNO 'KITH C)T" 5PECIFICATICNS AND THE M*4M4ER-5ATtefACTORY TO THE Ctrr. A SKE.CH CR PLANS CCVERLU CLF 'tilS INS:AL.—,—CM c»A� 3£ MAGE A ?AF- OF -,US.?E.4b11T. 7 THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUGTTON IN GOOD FAITH WITHIN DAYS FROM THE DAY CF SAID PERMIT APPROVAL ANL7 S74AL-' B'E C',;:THIP r=TE^ vy,I HIIVIVj DAYS. IF THE BEGINNTRC =1LTE IS MORE 7!4*14 'JO DAYS FROM OAT-E OF PERM►T APPRov*L, THEN P--RMtTFEE MUST REVIEW THE w4TH THE 04�RE<TOR OF PUBLIC WORKS TO MAKE SrrJ NO CHANGES HAVE OCCURRED IN THE AREA THA: `MDLJLD AFFZ= THE PERMITTED CONSTRUCTION. S. IT IS UNDERSTOCC AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN Sc-, OUT ARE GRANTED ONLY TC THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TG BE ENTERED UPON ANII USE= HT THE -OLDER. AMC THE :-ICL:.ER WILL. AT ALL Ttt•tES, ASSUME ALL RISK C'F AND INCE.",INIFY, 7EFE!+C. AND 5AVF HARML=SS THE CITY OF ATLANT}C BEACH. FROM AND ACA44S:T ANY AND ALL LOSS, DAMAGE. AND COST OF EXPENSES ARISING IN ANY MAc4xER OF THE, cvFRCISE OR AT-iZMPTEZ EXERCISES BY THE HOL.DER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WVR BE ImE�TwIENTY-FtDUR (24) HOURS PRTDR TC STARTING WORK AND AGAIN IMM LY U IT SUBMTED BY: Ci A �� (PLACE CORPORATE SEAL IF APPI CAZ E SWORN TC AND SUBSCRIBED SEF E ME THIS DAY OF 9 MAP SHOWING BOUNDARY SURVEY OF LOTS 3 AND 4, BLOCK 17, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN R. GEUTHER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY PATTERSON, BOND AND LATSHAW, P.A. 7TH STREET (40.0' RIGHT OF WAY) FOUND 1/2' IRON PIPE NO IOENTtf1CATION w w ix In e raf .1 f LOT 5 00 P� BLOCK 17 g 115.00' (PLAT) CA-TV FOUND 1/2' IRON PIPE N 80•08'Q0" E 114.99' (MEASURED) NO IDENTIFICATION 0.3 F D 1/2'IRON E 20.0' Il LOT 45 LOT 4 BLOCK 17 ONE STORY in d r2.1' CONDITIONER POSTED FRAME 654 n ^ PAD ,y # t � to 1ss' a ,.ice •. o 000, .. «' 20.1' 10.1' o - O O FRAME GARAGE w c 3 o w 000 Cl ���cp1 cEnEN-t1 LOT 44 LOT 3 BLOCK 17 END PAtk.thl �� I t .0' ^ n FOUND NO IDENTIFICATION 5 $0`1 P00- W 115.27 MEASURED o.5 D 1/2'IRON PIK NO tOENTSFrW$OH 115.dd' (PLAT) I LOT 2 BLOCK 17 I NOTES; I A CEPTEO EYt CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION'INFORMATION Permit Number: 17998 Address: %97XXAfAQWAYJ5tNf 654 OCEAN BLVD Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 �. Square Feet: Subdivision: Est. Value: Parcel Number: i Improv. Cost: OWNER INFORMATIONI Date Issued: 3/30/1999 Name: STEVE GEUTHER Total Fees: 69.00 Address: 697 BEACH AVENUE Amount Paid: 69.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/30/1999 Phone: (904)220-1.942 Work Desc: INSTALL CENTRAL HEAT AND AIR IN NEW HOME CONTRACT ORS APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 69.00 i I scdons R uired ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ICt`I 1 r% A/�/�/�^11141 TP1 A 111111/1\/rn 111 A 41 Pft \A/1 11/\1 1 A Pfl� A A PIT /'1r Tt IIf1 1"\ f1A AIT A&IM f11 11'1 11-I'1T T/� P11�1/e% A TI/1 1 IVJVEU MCCORU1IVG 1 V r%rr RV VCU rlANG WHICn MrtC rrvR1 O 1 nIS rERIvll I ^jju OVo\JCV 1 1 V REVOCA 1 IV FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. LS, 14 Date: 3/30/99 61 REceipt: 004 546 A NTIC BEACH BUILDI EPT. CHECKS BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANCIG 1111LAC14• "'a 11111X >>tlsa APPLICATION FOR MECHANICAL. PERMIT CALL•1N NUMBEn IMPORTANT — Arpli ant to complete all items in sections I, II, 111, and IV. 1. LOCATION S'r••r d r. : �7 OF t �11� Inferreclinq Streets: Between kl Gin. �C And �! � u f0 r t-k, WILDING Su6•di.•trieA 11. IDENTIFICATION — To be completed by all applicants . In consideration of pe,mit gi.en for doinq she wort as described in the above statement we hereby agrae to perform said wort in accordancn -;rh rhe attacfud plan, and speeif;cafions which are a pus hereof and in accordance with the City of Jeetsonvill• ordinances and ►lendards of goed p,act;ce Gsfed fhe,e;n. Narwa a) mechanical coc' )'v a'e H V Cenlraete►s Ca,alrecier (►sin►) + r , or•. MafIH co y� /� "isanst 04 _ M►er+y Owner S:p•IYr• of Owne Stgnelurs a( « A4160r4e4 Age Architect or Engineer Irl. crw R4LINFOR A• type of Mat;nq f: -- �. 18 OTHER CONSTRUCTION /SING DONE ON t etfric THIS /UILOING 011 SITE 1` 4" } Q sae--O V (] Neturel O Central Utility IF Y[/r GIVE NUM/tA OF ON/tNUCT10N Q OA P[IIMIT d Q offW -- Spec;fy IV. WICKANICAL IiQUWMINT TO it INSTALLAO NATURE OF WORK (ire.. cernpieh Jist el cempowenh en"Ch of this term) I�1' nesidentlal or ❑ Commercial WHe81 O Spee* O Recenef! C'�-'Ce�hrl O /bei Wp New building Q'*' ; 'C*eJ,rb,.;wq: ❑ Poet" W-Centrrl ❑ Exlsling building �D.rcl Syafeen: Mater:•L-. TUlc1n•es O Misplacemonl of existing system M•e;rwwn eapaclfy R1y U e.f.n►. W New Installation(No system pterlously Installed) ❑ [� � ❑ Extension or add-on to exisling system ❑ Other -- Specify ❑ Cooling loner: Capacity [] Fire ep44nklees: NYrn`er of Mads (J Hiss rew ❑ Manfiff fret Es"Ist THIS S/ACI 001t 011MG Ufat ONLY O CV404f.0 ►vent*s•– Ins+n+bHl {�ee.ired) Q T/wht (number) Remerie Q LPG eeNtei"m-. (nYTbe1I (] Us/wv1 pressure ween+ O � � Perentl Ap're refs by Do 0 O+tw+ — Specify Permit t+u LIST ALL EQUIPMENT AIR COMNTIONING AND REFRIGERATION EQUIi clazarAty A Nwi+Mr Dalt. DeecrlpUoa lfGodel Number 1+[anul'sotttr+r 0.� U ' -4 V L UU L Cr.✓v i•/ {fit.. HEATING • FURNACES, BOILERS, PIREFLACES; A kni Number Uafta 2?ascctptbw I[� tr 1G Numbe ,11ud110telt" a�V T J1 h - A 4A E02C re-Wv 1 G O � SII G�3 cvri-.✓ tANxs pc New KaAr Nmebw capacity Co t�dd umber No. ,u1d DhrswMoaa oo»taltNO 3rhol rnm YA 30 a = t RECEIVE® OR 5 1999 City of Atlantic Beach -1 Building and Zoning Q ---------- ---- -------- -------- -----� T----------- ------ — -- --- _ ----� 1 iv r I 1 I LL1I I I I E g L------ --__ rD--ago %Q I LIAR 51999 � Atlantic City of i � 3 tic Beach ��,� Building and Zonings =! t lt, ' a swmL- ST-2 .r•.ol .I.-,r i � tt1 I I I I Plan I I I I I I mw- SG020199 i I I I I I I i wm Geuther I I i i Im n 654 I I I 1 I I I I Ocean Blvd. ------------ - I nm naRenovatio ----� -- ----J CITY AO�P R OTIC BEACH aam JPA BUILDING OFFICr AVC MAR 0 8199 • ® I-CA 1 � q7 904241- 20 w PS IFIQ,ar ^ No.48603 6TATE OF ���`�RED�N6`� 1 I I I I .0-.5 .5•.I .r•.; I i .ml .£ , I .Ol•.51 i I I I I I I 1 I i • I i I I - -- -� L J I I 1 I 1 1 ' I .L•.6 .01•.51 I I 6 I 1 I I i I I 1 I -- -------J L---- ---- --------L- -- r=--T � I I ' L c d I I 1 1 ( I I 1 I 1 I 1 , L I I 1 gdp I 1 , -A I ( , I--------- - L --------------------------J .m•.f .r•.cz .®•.5 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION rPermit Number: 17843 Address: 654 OCEAN BOULEVARD Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: 17 Section: 0 Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: "Improv. Cost: 215,000.00 OWNER INFORMATION Date Issued: 2/25/1999 Name: STEVEN R. GEUTHER Total Fees: 1,273.26 Address: 697 BEACH AVENUE Amount Paid: 1,273.26 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/25/1999 Phone: (904)993-2708 Work Desc: CONSTRUCT NEW HOME PER PLANS - HSF 3077 CONTRACTOR>S APPLICATION FEES STEVEN R. GEUTHER PERMIT 1,207.50 RADON GAS-H.R.S. 14.61 i RADON CAB 5% 0.77 CROSS CONNECTION 35.00 CONST.SURCHARGE 13.84 SCHARGE/ATL.BCH. 1.54 j � I Insppctions, Required FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM I i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I i Operator: WENDY Date: 2/26/99 01 Receipt: 8937279 Total Payment $1273.26 ATLANTIC BEACH BUILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION _ _ LOCATION INFORMATION Address: 654 OCEAN BOULEVARD Permit Number: 17878 Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: 17 Section: 0 Square Feet: Subdivision: ATLANTIC BEACH Est_Value: Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 3/05/1999 Name: STEVEN R. GEUTHER Total Fees: 88.50 Address: 697 BEACH AVENUE Amount Paid: 88.50 j ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/05/1999 Phone: (904)993-2708 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS APPLICATION FEES _ i NELSON'S SERVICE, INC. PERMIT 88.50 ; i Inspections Required UNDER SLAB PLUMBING ROUGH PLUMBING j1SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. it II ATLANTIC BEACH B IL tNG DEP i s DATE :/ PRE -SERVICE DIVISION JAC'{SONVIL:LE ELECTRIC AUTHORITY + WEST DUVAL STREET JACK-EONV :LLE, FLORIDA S2 O THE F 0"L 0 W I N G FINAL IN'IPE,i,T2:0N ! S : HAV _ :3T-:r ;l `IAL)E ANL: A ' .sAT%:,FACTORY : i Enclosed are the blue copies of the permits. LY E R FILL BUILDING INSPECTION DIVI:iION cc : FILE ITS T OF 13UILDING DEPARTMEN. C BtACH CITY OF ATLANTI RmAT LOCATION INVO To 4 OCEAN BOOLVARD P T ORMAT A ress: 65 er.mit Nut�ber. 17,657 ATLANTIC tZhCH, FLORIDA 32233 -Pe-tm:L EKOLIT-ION Z t, type ------- GAL DUCRIPTION Lot :" ot Nor Block- 17 4 000�,FRAME 1 '0, , ,SuW: Rnq.- '0 Covj t r�. Typet, sect on, INGLE FAMILY subdivisiOWATLANTIC -BMI , 1 0 00 I '0.00 cost, '' I SO -00 ull Da e t lop a 49 URE REMODELING INTERIOR FOR FUT 0.rk, t)es cl ---------- ------- APPL I,CAT,I N -FEES ------ so 00 (3 2233 LORI DA 3 a C5 e RMATION �j VROP' zxp: I L F-S: Rs PRIOA TOJ ecro" -AST 24 liOU NOTICE-INSPECTIOM M, UST BE REQUESTIE ATLF OT PLACED IN PUBUC SPACE, AND MUST Be FROM THIS WORK MUST N B �NGII RIAL, RI OBBItH AND DEBRIS :HAULEQ:AWAybY 1EITHEA.CONTRACTOR OFI OWNER D CAI 4 RESIXT IN' CHANICS0 LIE FAILUR4,10 COMPLY'VITH THE ME ENIA IMPROVEMENT9. ME FOR 6011.01 THE PROPERTY PAYING TW To AEVOCA"OON:fOR� WHICH ARE PART�OF THIS PERMITANI) SUBJECT COROtNGTOAPPROVED PLANS ISSUED AC P 'Ej R0VISfONS OF LAW. V16LATION OF APPLICABL. _ gaze*, 1/1'W" JA y -700 .00 ASA 'C Ull,(NG RTME -1 B D PT CITY OF ATLANTIC BEACH PERMIT APPLICATION REMOULD' S, OR ALTERATIONS I►�YIN 119MLITICNS Owner(s) : C-Tsypt- z , Job Address: C 5 4- OC C�Ae"J _MkVir Phone: Lot # `- Stock or Unit # 1-7 Subdivision: /+7K4 J7?C-?_,,e4 (1 Contractor: 1)0/1? AwLID State License # A;� Address: (o't � ? C� Phone No: City ( `Zq Ll State Zip Code Describe work to be done: le O /X/ a 1DbLjn3 Z'D STu DC. T=zQ-- -=5-e-- cit ZU e bfQrJC-1 AAN cqt_ S S UA-C. tL� � Present use of building: sj�.tk- VAO�`'r valuation of Proposed Construction: OIV L Proposed use: � � -,r4•"�1,,y, �QiLSi Is this an addition? If yes, what are the dimensions of the added space: ft. X ft.' Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? 8LCIT TM= (=MX1tCIA ) IWO (MSXD=TZaZ) CCJWrX7X S=S OF MANS, .IIwzVDZW SITS PZW, su"ST, LSNSRGl' CODS IMM, MTICz Or , AND ONIVSR/COlVITRllG'TOR Aa'd'I VIT, ZF X8 =VTRAC.'TOR. Signature OWN&: Date: ` 1 f 0L` f Signature CONTRACTOR Date: AS TO OWNER: 11 Sworn to and sub P of s3014#CV L day o S��- 19D. $ Ex;,kf5 Nov 2a,2000 tJGNL)EU1HkU OF ATLANTIC 8UNrjtNo CO PURL AS TO CONTRACTOR: Sworn to and subscribed before me this day of 119� NOTARY PUBLIC CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 654 OCEAN BLVD. PERMIT# 17843 OWNER OF PROPERTY: STEVE G .UTHFR TELEPHONE NO. 993-2708 PLUMBING CONTRACTOR NELSON PLUMBING CO. CONTRACTOR' S ADDRESS : 10895-1 OLD DIXIE HWY, ST_ AUGUSTINE, ET, 32095 STATE LICENSE NUMBER: CF0020379 TELEPHONE: 262-4884 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED ISINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 4,ow am -------------------------7------------------------------------- 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 FLOODPLAIN DEVELOPMENT INFORMATION Location:: 65OecAAJ Twvb> Type of Development: 15;iAJ 6CL e- Flood Zone: Required Lowest Floor Elevation: 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 made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed dev lopment. ZS Date 7 / _Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. IoT V Z.-c rG /7 A77,".77c -g 4 ti4 #q r 6-5gi Grcow aLya ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSEF T A/0 TES O/Q Lot O REE REMOVAL. A 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: Akt NUMBER SP CIES DIAMETER (DBH) CONDITION O 5. TOTAL NUMBER OF TREES TO BE REMOVED: 7 R U o/0 Z-tD r 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: N 4 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: — APPLIC TS AIGNATURE DA E �Vh , OWNERS TU E DATE APPROVED . TREE CONSERVATION BOARD CHAIRMAN DATE TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED ' TREE0 �J> 20.00' DBJHF�6" ORMORE I 7.50'- PRIVATE .50'PRIVATE I I > PROTECTED TREE 10 PRIVATE PROTECTED TREE PROPERTY LINE to o I DBH OF 20" OR MORE 12: I Imo PROPERTY10 U- I1: (D B H OF 10" OR MORE IN LINE o I COMMERCIAL & INDUSTRIAL � PRIVATE = I > PROPERTY) I PROTECTED m o I > TREE owl 1 -'� --� 7.50' - T PRIVATE PROTECTED TREE DBH OF 6" OR MORE 20.00' 0 PROPERTY LINE rC)a PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D 6 H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, �PARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ( L( C_ C_A-A) -.03 LO Date 0 S- Heated Sauare Footage .I @ per sq it , V Garage/Shed I @ $ Ter Sa -f Carport/Porch per sq D ec-kS-.Qer sq f Par10 e r SSI t IS TOTAL VALUATIC-1PI : S 00 co 0 -400 -416,0, -L) Total Valuation 1st $ Z,/S- Remainina Value $fin, per thousand or portion thereof TOTAL BUILDING FEE 8 170S . o + I ` Filing Fee C q4q�. sv Fireplaces @ $15 . 00 BUILDING PERMIT FEE S / X07. % WATER IMPACT FEE $ 4) SEWER IMPACT FEE S WATER METER/TAP CAPITAL IMPROVEMENT 8 SEW TAP RAD01' ( FRS ) . 0051_) 6-1 SECTION H PAVING HYDRAULIC SHARES S- 0 CROSSCONNECTION SS- C)D_ 3079L SURCHARGE . 0050 S- 13- YY OTHE� GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical 2 1 ur,Lb i ng Eiectric/New Elecr-r-ic/Te-mp_ Sw_, mmingPoo1 Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : i Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Steve Geuther AND ADDRESS : 654 Ocean Blvd PERMITTING CLIMATE Atlantic Beach, FL 3 OFFICE: City of Atla ZONE: 11_1 21_1 31_1 OWNER: Geuther Residence PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 3077 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7. Porch overhang length (ft . ) 7 . 11 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osgft - 00sgft b. Tint, film or solar screen 8b. O . Osgft��0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 168 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 37 . 00 sqft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 2502 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30 . 00 , 1557 . 00sgft 12 .Air distribution systems 13 .Cooling system 13 . Type : Central A/C SEER: 10 . 50 14 .Heating System: 14 . gel Heat Pump (,r(( HSPF: 7 . 30 15 .Hot water system: 15 . Type : Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 97 . 55 a. Total As_Built points 19a. 51617 .47 b. Total Base points 19b. 52913 . 59 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F.S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------ Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . -------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ----------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------ PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC.3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE =__ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 67 . 00 65 . 8 4408 . 6 DBL CLR N 3 . 0 38 .3 . 95 109 . 7 DBL CLR N 25 . 0 38 .3 . 95 914 .4 DBL CLR N 9 . 0 38 .3 . 95 329 .2 DBL CLR N 30 . 0 38 .3 . 88 1009 . 8 E 168 . 00 65 . 8 11054 .4 DBL CLR E 63 . 0 79 . 7 . 96 4832 .8 DBL CLR E 30 . 0 79 . 7 . 96 2301 .3 DBL CLR E 10 . 0 79 . 7 . 96 767 .1 DBL CLR E 25 . 0 79 . 7 . 96 1917 . 8 DBL CLR E 30 . 0 79 . 7 . 87 2088 . 1 DBL CLR E 10 . 0 79 . 7 . 87 696 . 0 SE 16 . 00 65 . 8 1052 . 8 DBL CLR SE 8 . 0 79 . 1 . 56 353 .4 DBL CLR SE 8 . 0 79 .1 . 61 383 .1 S 130 . 00 65 . 8 8554 . 0 DBL CLR S 20 . 0 66 .2 . 37 492 . 8 DBL CLR S 15 . 0 66 . 2 . 37 369 . 6 DBL CLR S 6 . 0 66 . 2 . 31 123 . 1 DBL CLR S 9 . 0 66 .2 . 31 184 . 7 DBL CLR S 15 . 0 66 .2 . 38 379 . 9 DBL CLR S 30 . 0 66 . 2 . 35 687 . 2 DBL CLR S 20 . 0 66 . 2 . 37 492 . 8 DBL CLR S 15 . 0 66 . 2 . 38 379 . 9 SW 20 . 00 65 . 8 1316 . 0 DBL CLR SW 8 . 0 79 . 1 . 31 194 . 0 DBL CLR SW 4 . 0 79 . 1 . 79 251. 0 DBL CLR SW 8 . 0 79 . 1 . 31 194 . 0 W 137 . 00 65 . 8 9014 . 6 DBL CLR W 53 . 0 79 . 7 . 96 4065 . 7 DBL CLR W 14 . 0 79 .7 . 47 522 . 8 DBL CLR W 18 . 0 79 .7 . 64 914 . 8 DBL CLR W 30 . 0 79 . 7 . 87 2088 .1 DBL CLR W 10 . 0 79 . 7 . 84 669 .5 DBL CLR W 12 . 0 79 . 7 . 79 752 . 9 NW 4 . 00 65 . 8 263 . 2 DBL CLR NW 4 . 0 57 . 7 . 84 193 . 9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------------------- . 15 3 , 077 . 00 542 . 00 . 852 35, 663 . 60 30 , 369 . 99 , 28, 659 . 91 NON GLASS------------ AREA x BSPM = POINTS ` TYPE R-VALUE AREA x SPM = POINTS ----------------------------------------------------------------------------- WALLS---------------- Ext 2502 . 0 . 9 2251 . 8 Ext Wood Frame 11 . 0 2502 . 0 1 . 70 4253 .4 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS---------- UA 1557 . 0 . 6 934 . 2 Under Attic 30 . 0 1557 . 0 . 60 934 .2 FLOORS--------------- Slb 168 . 0 -37 . 0 -6216 . 0 Slab-on-Grade . 0 168 . 0 -41 . 20 -6921 . 6 Rsd 37 . 0 -4 . 0 -147 . 6 Rsd Wood-Pier/Post 19 . 0 37 . 0 -1 . 10 -40 .7 INFILTRATION--------- 3077 . 0 8 . 0 24616 . 0 Practice #2 3077 . 0 8 . 00 24616 .0 TOTAL SUMMER POINTS 51, 808 . 36 .51, 501 .21 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 51, 808 . 36 . 37 19 , 169 . 09 , 51, 501 . 21 1 . 00 1 . 000 . 320 1 . 000 16,480 .39 WINTER CALCULATIONS BASE ___ __= AS-BUILT ------------------------------------------------------------- GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 67 . 00 -10 . 6 -710 . 2 DBL CLR N 3 . 0 7 . 3 1 . 07 23 .4 DBL CLR N 25 . 0 7 . 3 1 . 07 194 . 8 DBL CLR N 9 . 0 7 . 3 1 . 07 70 . 1 DBL CLR N 30 . 0 7 . 3 1 . 18 257. 7 E 168 . 00 -10 . 6 -1780 . 8 DBL CLR E 63 . 0 -9 . 2 . 89 -514 .4 DBL CLR E 30 . 0 -9 . 2 . 89 -244 . 9 DBL CLR E 10 . 0 -9 . 2 . 89 -81 . 6 DBL CLR E 25 . 0 -9 . 2 . 89 -204 . 1 DBL CLR E 30 . 0 -9 . 2 . 65 -180 . 3 DBL CLR E 10 . 0 -9 . 2 . 65 -60 . 1 SE 16 . 00 -10 . 6 -169 . 6 DBL CLR SE 8 . 0 -22 . 7 . 43 -78 . 8 DBL CLR SE 8 . 0 -22 . 7 . 52 -94 . 3 S 130 . 00 -10 . 6 -1378 . 0 DBL CLR S 20 . 0 -28 . 4 - . 15 85 . 8 DBL CLR S 15 . 0 -28 .4 - . 15 64 .4 DBL CLR S 6 . 0 -28 .4 - .40 68 . 2 DBL CLR S 9 . 0 -28 .4 - .40 102 .2 DBL CLR S 15 . 0 -28 .4 - . 09 36 . 8 DBL CLR S 30 . 0 -28 .4 - . 30 256 .4 DBL CLR S 20 . 0 -28 . 4 - . 15 85 . 8 DBL CLR S 15 . 0 -28 .4 - . 09 36 . 8 SW 20 . 00 -10 . 6 -212 . 0 DBL CLR SW 8 . 0 -22 . 7 - . 25 44 . 7 DBL CLR SW 4 . 0 -22 . 7 . 79 -71 .4 DBL CLR SW 8 . 0 -22 . 7 - . 25 44 . 7 W 137 . 00 -10 . 6 -1452 . 2 DBL CLR W 53 . 0 -9 .2 . 89 -432 . 7 DBL CLR W 14 . 0 -9 . 2 - . 60 76 . 9 DBL CLR W 18 . 0 -9 . 2 - . 02 3 . 9 DBL CLR W 30 . 0 -9 . 2 . 65 -180 .3 DBL CLR W 10 . 0 -9 . 2 . 57 -52 . 1 DBL CLR W 12 . 0 -9 . 2 .43 -47.2 NW 4 . 00 -10 . 6 -42 .4 DBL CLR NW 4 . 0 4 . 6 1 . 39 25 . 5 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 3 , 077 . 00 542 . 00 . 852 -5, 745 . 20 -4, 892 .43 ( -764 . 32 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2502 . 0 2 . 2 5504 . 4 Ext Wood Frame 11 . 0 2502 . 0 3 . 70 9257 .4 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 1557 . 0 1 . 2 1868 . 4 Under Attic 30 . 0 1557 . 0 1 . 20 1868 .4 FLOORS--------------- Slb 168 . 0 8 . 9 1495 . 2 Slab-on-Grade . 0 168 . 0 18 . 80 3158 .4 Rsd 37 . 0 1 . 0 35 . 5 Rsd Wood-Pier/Post 19 . 0 37 . 0 1 . 90 70 . 3 INFILTRATION--------- 3077 . 0 7 .4 22769 . 8 Practice #2 3077 . 0 7 .40 22769 .8 TOTAL WINTER POINTS 26, 780 . 89 ` 36, 359 . 98 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 26, 780 . 89 . 55 14, 729 .49 1 36, 359 . 98 1 . 00 1 . 000 .466 1 . 000 16, 943 . 75 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT --------- - - - -------------------------------------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------- 5 3803 . 0 19, 015 . 00 75 . 92 1 . 000 3638 . 7 1 . 00 18, 193 .33 ------------------------------------- SUMMARY BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 19169 . 1 14729 . 5 19015 . 0 52, 913 . 59 16480 .4 16943 . 8 18193 . 3 51, 617 .47 ***************** * EPI = 97 . 55 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- ' The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear i -------------X------- ' INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 1 --------------------XI R-0 R-19 Floor R-Value . . . . . . . . . 3 . 4 ---X----------------- � AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 -X------------------- 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 -X------------------- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 1 -------------------- WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X---------- 1 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . 1 --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- i The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 . 0 I --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value . . . . . . . . . 3 .4 ---X----------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 i -X------------------- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 .40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Feb 11 99 03: 21p Steven R. Geuther 904-249-2400 p. 1 - D. BUILDERS 111W I t. , P" 2/11/99 TO: Don Ford FROM: Steve Geuther RE: 654 Ocean Blvd. Don, I did not want to interrupt you as you were working on the plans for our remodel on Ocean, but I wanted to inform you all of a change in permit issuance. I now have my license number, so if I am able to have the permit issued to that, I would prefer to do so. My number is CG C060415. If there is anything else that I need to do to make this change, please let me know. Also, I would like to inquire about a Special Foundation Permit, so that I may get started with the foundation if the permit for the building is in"pending" status while we are waiting for the completion of the engineering papers. If you would give me an update at your convenience, I would be grateful. Steve `euther 993-2708 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: (� S`^ G c6a kyo 16 C / I f F OWNER: r is ISE P . 60 E UTJ+r' 2 [v]/ 1. Determine Occupancy Classification of the structure. Select occupancy classification�3 which most accurately fits the use of the Building. (Chapter 133) [ ] 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 132) O Lx_ A/ b. Determine grade elevation for building. (Grade definition Chapter B2) t ' I W [ C. Determine building height in feet above grade. (Height definition Chapter 132) DLy r [vj� d. Determine building height in stories. (Story definition Chapter 132) [ e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. / 70 [ ] 3. Determine minimum Type of Construction necessary to accommodate proposed structure (Chapter 136) [vl a. Determine maximum allowable heights and floor areas for Types of Construction D and Occupancy classification. (Table 8500) [c.]/ b. Check allowable height and area increases permitted. (Chapter 135) D K [✓� 4. Check detailed Occupancy requirements. (Chapter 134) [ ] 5. Check detailed Construction requirements [� a. Fire Protection of Structural Members (Chapter B6 &Table B600) `< �K [ b. Fire Protection Requirements (Chapter B7 and Table 8700) C. Means of*Egress Requirements (Chapter 1310) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF / are applicable only where specifically adopted by Ordinance) [Vj 6. Review design as related to standards. (Chapters B16- B26) O [ ] 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) [v]' b. Elevators and conveying systems (Chapter B30) [� C. Sprinklers, standpipes and alarm systems(Chapter 139) d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15)� o f. Light,ventilation and sanitation (Chapter B12) [VT g. Other CC"aS 7- CITY _CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: C'_ C,(-, 4'&'� Don C. Ford, Building Official don/sb.1 RECEIVED 01 1999 CITY OF ATLANTIC BEAM City of Atlantic Beach PERMIT APPLICATION REMODEL, ADDITIONS, OR AUaWMing MYING,DEWLITIQNS Owner(s) : Job Address: 654 C>L VQ Phone: Lot # Block or Unit # Subdivision: Contractor: State Lice Address: 614- ZeAcV Ayz Phone No: � 'r rt �*- =- --------- City - -City (L. C 4. State T L Zip Code 322-33 Describe work to be done: 6-6a0 1 ,. &y-(O bC_L / JPD4TE OF tSY5T6-,1eW,S •' WV4C-. ft VIM 3(/0 ELC C'%;et'C . X00 i�v� OF 2-Ad FGo0+2 Present use of building: 5cA) cc F F/,rPoe� /2 est o c)uC.-C Valuation of Proposed Construction: 1,50,00 0 n Proposed use: "�jN6Lc— ���y Ke3(o6pyc Is this an addition?, If yes, what are the dimensions of the added foa'i?rh„{aF space: _ft. X 2ago Ids3 ft.- Will the added area be heated and kli-6 ,fes �ecrcay2Jn� cooled?274f New electrical (or increase) ? New plumbing fixtures? ISS New fireplace?/VD New Heat/AC? f�s SU7BNXT 2 m (LYriILERCZ1Lj 2W 4WSIDfWT=z) C CNPZXTN 8=8 OF Pz"81 ===I= SI28 PLAN, SiTR4i1', BU Ror 0=2 Imm, M TICX Or , AND signature owm&: Date: g � Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed be me this "~ y of NOTARY PUBLIC PaMda Amonatte AS TO CONTRACTOR: s MY CgMMISSION N C10553881 D(PIRES August 27,2000 Sworn to and subscribed before me this day of 9UNpEDTFIRUTROY Fk1j.I1�U"E,INC. NOTARY PUBLIC I. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE T 2. VERIFY ALL SPANS AND AMOUNTS. AS WILL TRUSSES MILL 8E BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER m eP m 4. APPROVED BY iM APPROVAL DATE: DEL. DATE °1 PITCH 7/12 OHANG 24' JOB: I0067 58 GUILDERS LOT: 654 OCEAN BLVD. RAM GEUTHER RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG. SUPPLIES iv N 11155 PHILLIPS PKWAY PH# 265-5225 JA K. FLA. 32256 IR 0 ��� 10A CITY OF ger - �&uda 500 SI MINOLE ROAD ATLANTIC BI?A( H. FLORIDA:3 233-:1.4-45 TELEPHONE,19041 2.4;-5400 FAX I90 41 2-17-5805 SI'NC'O�1 553-5800 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE.„ THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMqlrr AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER P PROPE OWNER/ UILDER 0 7Al�lot� ADORE TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY 19 c NOTARY PUBLIGl '�,, PaftwAmmi tta NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES'* *" My I�NCC5153881EXPIRES ARE EMPHASIZED BY THE BUILDING AuAust27,2000 DEPARTMENT. � � 8MOTHMTROY FAIN INBOIIAICf,W, PAGE 1 ,late: 02/01/99 MANNING BUILDING SUPPLY LOG #: I0067 TRUSS DIVISION JOB #: JACKSONVILLE in alesman: SCOT BURNEY Pitch: 7/12 ustomer: SAMPLE CUSTOMER Job Name: 58 BUILDERS Address: Address: 654 OCEAN BLVD. d ----r--KS -- -------------------------------------------------------------------- Left Right (Extended Qtyl Span + O.H. I O.H. I Description Price A0------------------------------------------------------------------------------- 1 15 ' 11"8 2 ' 0 ' Al 0 . 00 1 15 ' 11"8 2' 0 ' A2 0 . 00 1 24 '4" 2' 2' B1 0 . 00 7 2414" 2' 2 ' B2 0 . 00 4 16 ' 0 ' 0 ' B3 0 . 00 „ 2 7 ' 0 ' 0 ' C1 0 . 00 1 3014" 2 ' 2' D1 0. 00 1 3014" 2' 2' D2 0. 00 1 30 ' 4" 2' 2' D3 0 . 00 1 30 '4" 2' 2' D4 0 . 00 1 3014" 2 2 ' D5 0 .00 16 3014" 2' 2' D6 0 . 00 1 30 '4" 2' 2' D7 0 .00 4 1' 2' 0 ' 1' C/J 0 . 00 4 3' 2' 0 ' 3' C/J 0. 00 4 5 ' 2' 0 ' S' C/J 0. 00 2 9 ' 10" 2' 9"15 0 ' 7' H/J 0 . 00 ------------------------------------------------------------------------------- 52 - Trusses 0 - # of Hardware 0 - # of TJI' s 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of TBS --------------------- 52 - Total Trusses Ct3J I-TPG►II I .�-- PAGE 1 nate: 02/01/99 MANNING BUILDING SUPPLY LOG #: I0067a TRUSS DIVISION JOB #: JACKSONVILLE Salesman: SCOT BURNEY Pitch: 1611/12 ;,,customer: SAMPLE CUSTOMER Job Name: 58 BUILDERS Address: Address: 654 OCEAN BLVD. D------r--KSFLOORSYSTEM (OFFGRADE AREA) --------------------------------------- - - - - Left Right (Extended Qtyl Span I O.H. l O.H. I Description Price -------------------------------------------------------------------------------- 0 . 00 7 1 22' 3" 10 '0 ' I O ' IF2 I 0 . 00 ------------------------------------------------------------------------------- 8 - Trusses 0 - # of Hardware 0 - # of TJI' s 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of TBS 8 - Total Trusses PAGE 1 ""Date: 02/01/99 MANNING BUILDING SUPPLY LOG #: I0067F TRUSS DIVISION JOB #: JACKSONVILLE Salesman: SCOT BURNEY Pitch: 16"/12 customer: SAMPLE CUSTOMER Job Name: 58 BUILDERS Address : Address: 654 OCEAN BLVD. Designer: KS FLOOR SYSTEM xt Qtyl Span I O.Ht I O.H. I Description Iht Priceed --------------------------------------------------------------------------------- 1 24 '4" 0 ' 0 ' F1 0 . 00 7 24' 3"8 0 ' 0 ' F2 0 . 00 1 30 ' 3" 0 ' 0 ' F3 0 . 00 8 30 ' 3" 0 ' 0 ' F4 0 . 00 10 15 ' 6"12 0 ' 0 ' F5 0 . 00 1 15 ' 6"12 0 ' 0 ' F6 0 . 00 1 14 '41112 0 ' 0 ' F7 0 . 00 4 14 '41112 0 ' 0 ' F8 0 . 00 2 14 '41112 0 ' 0 ' F9 0 . 00 6 10 ' 6114 0 ' 0 ' F10 0. 00 1 12' 0 ' 0 ' F11 2-PLY 0 . 00 -------------------------------------------------------------------------------- 43 - Trusses 0 - # of Hardware 0 - # of TJI' s 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of TBS --------------------- 43 - Total Trusses a3 � _ E (I0067-58 BUILDERS - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS S11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. ------ (LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 74 PLF at -2.15 to 74 PLF at 0.46 TC From 178 PLF at 0.46 to 178 PLF at 15.49 * 2X4 SP #2 N BLOCK. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 15.96 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W4X4 DESIGNED BY THE BUILDING DESIGNER. 7 F-- --j 7 5-0-0 W3X5 W2X4(D1) W3X5 0-0-4 9-1-2 W3X5 * L-- 2-0-0---J L. 7-11-12 I 7-11-12 I 15-11-8 Over Continuous Support R=200 PLF W=15-11-8 U=120 PLF Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/F/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,C E1� .�f TC LL 30.0 P S F R E F R151--47491 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO G PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p;'+�,"(tFJt'`"• TC DL 7.0 PSF DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG ID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' + BC DL 10.0 P S F D R W HCUSR151 99033035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F�C. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO " • ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN (� r BC LL 0.0 PSF HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO STATS Qf TOT.L D. 47.0 P S F S E Q N - 90005 EACH FACE OF IN USS, AND UNLESS OTHERWISE LOCATED ON THIS OFSIGN, POSITION CONNECTORS PER :, +� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VVV-jV'n (, 1'1��! D U R.FAC. 1.33 F R 0 M K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS f `r'. , Haines City,FL 33844 CANSPONEPNT1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER \ lJ SPACING 24.0" (I.0067-58 BUILDERS - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 W 1.5 X 4 7 F— 7 9-1-2 W3X8 W2X4(A1) W2X4(Al) L-2-0-0---J L, 7-11-12 I 7-11-12 I LE 15-11-8 Over 2 Supports R=1167 W=3.5" U=610 R=949 W=3.5" U=400 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Cu T C L L 30.0 P S F R E F R151--47496 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED )�,''�� T C D L 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,�fE7 " BC DL 10.0 PSF DRW HCUSR151 99033030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FE b Ota' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •` l J/, 'i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS M[TH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN � `] B C L L 0.0 P S F H C-ENG A B E/W P F SPECIFICATION PUB L]SMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE 7 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � . STATE OF T 0 T.L D. 47.0 P S F S E Q N - 90008 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /�j DRAWINGS Jr0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,� •� 1'E�J�:�� D U R.FAC. 1.33 F R 0 M IC S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V '' 1lavlaS City,FL 33844 COMPONENT 1FOR ANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067-58 BUILDERS - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS 511030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS -----(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 74 PLF at 0.00 to 74 PLF at 0.46 TC From 178 PLF at 0.46 to 178 PLF at 23.87 TC From 74 PLF at 23.87 to 74 PLF at 24.33 BC From 24 PLF at 0.00 to 24 PLF at 24.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 7 F- —1 7 tj W2X4(D1) W2X4(D1) 0-0-4 0-0-4 -�}19-7-0 W5X5 L 12-2-0 I 12-2-0 J IE 24-4-0 Over Continuous Support .l R=194 PLF W=24-4-0 U=120 PLF Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0a8 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--47501 BRACING. REFER TO HI0 -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IF (TRUSS PLATE G�•�'1, f I NST I TOTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'A,�IFI(P* �� T C D L 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P ��V'� _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F�b D IOr r ' BC DL 10.0 PSF DRW HCUSRI51 99033042 Pft ODUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEMI ATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS OCIATION) AND TPI. ALPINE 5T�7"N f7f TOT.L D. 4 7.0 P S F S E Q N - 10656 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ',A fht� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1h7�. GM"� D U R.FAC. 1.33 FR0M KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Hautes City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSI ITP1 1-1995 SECTION 2. (I.0067-58 BUILDERS - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23,78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 W1.5X4 7 —1 7 19-7-0 W3X-D(A1) - W5X5= W5X5= W3X5(Al) L<2-o-owl I<2-o-owl L. 12-2-0 1 12-2-0 1 LiE r 24-4-0 Over 2 Supports R=1657 W=3.5" U=820 R=1657 W=3.5" U=820 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--47502 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ���. ``�i _ INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), f0R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CJ _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,�Ja �" BC DL 10.0 PSF DRW HCUSR151 99033031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Fob ®(' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND M I l '+ B C L L 0.0 P S F HC-ENG A B E W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS {NATIONAL DESIGN 1 I177 / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE 1 TOT.L D. 47 0 P S F S E Q N - 90014 CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..(g� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER \yN1,` , DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ' .c�atg4: � D U R.FAC. 1.3 3 F R 0 M K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ." 24.0 Haines City,FL 33844 ANSIONENT1FOOR ANY SECPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.D" (I.0067-58 BUILDERS - B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.71 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. W04 7 r --j 7 W3X5 W3X5 W2X5III W2X5 III 2-9-8 2-9-8 LL El�11 }19-7-0 143X5= W3X5 = W3X3 W3X3 L_ 8-0-0 I 8-0-0 I IF 16-0-0 Over 2 Supports R=975 U=400 R=975 U=400 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �:� ,i TC LL 30.0 P S F R E F R151-47503 INSTITUTE, 583 D'ONOFR IO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,t PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED • SIFJ�""�il TC DL 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P .:IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , ,�1p, B C D L 10.O P S F D R W HCUSR151 99033036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FP b OL' A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f j ,fir B C L L 0.0 P S F H C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t?r'j1Jf3 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE 5�ATE SAF T 0 T.LD. 47.0 P S F S E Q N - 90019 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTE O. APPLY CONNECTORS TO '� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /''.+� D U R.FAC. 1.33 FR0M KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENT OF SIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 ANSIONE,T1FO1995NSECARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067-58 BUILDERS - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.71 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. GIRDER SUPPORTS 16-00-00 SPAN TO BC ONE FACE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. W2X5 III W3X6 7 4-5-5 19-7-0 W3X8 III W3X5 W2X4(A1) L7-0-0 Over 2 Supports R=1520 W=3.5" U=750 R=1393 U=940 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 30.0 P S F R E F R151-47505 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERE STRUCTURAL PANELSFUNC TION BOTTOMSCMORDESHALOLHHAVESA PROPERLYATEDATTACHEDORDIGIDALL H AVE CEILING PROPERLY ATTACHED �4P"(tf!(*�^'YT C DL 7.0 P S F DATE 02/02/99 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,G (D �•" BC DL 10.0 PSF DRW HCUSR151 99033037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FC b D(' 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 0; r ' BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( ( a BC LL 0.0 PSF HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY TNS AMERICAN FOREST AND PAPER ASSOCIATION) AND TPP. ALPINE $ AT�77bF. TOT.L D. 4 7.0 P S F S E A N - 90027 CONNECTORS ARE MADE OF 20GA ASTM A653 GH 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , r; DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ►�� S D U R.FAC. 1.33 F R 0 M IC S AI ine En 1neeCed PIO(IUCtS,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P g COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER HairLesCity,FL 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0' (I,0067-58 BUILDERS - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x6 SP #2 N: BEARING BLOCKS: NAIL TYPE: 0.1310.0_g_nails BOT CHORD 2x8 SP #1 BRG X-LOC #BLOCKS LENGTH/BLK #NA1 WEBS 2x4 SP #3 0 0.000' 1 12" 8S/BLK 1 30.042' 1 12" 14 SPECIAL LOADS NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. TC From 74 PLF at -2.15 to 74 PLF at 7.00 TC From 148 PLF at 7.00 to 148 PLF at 23.33 110 MPH WIND, 21.36 FT MEAN HGT, SBC, TC From 74 PLF at 23.33 to 74 PLF at 32.48 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BC From 4 PLF at -2.15 to 4 PLF at 0.00 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 23.33 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 20 PLF at 23.33 to 20 PLF at 30.33 BC From 4 PLF at 30.33 to 4 PLF at 32.48 BC 1392 LB Conc. Load at 7.00 BC 1932 LB Conc. Load at 23.33 W8X8; W1.5X42111 W3X5= W 8 X 8 W1.5X4 W1.5X4 7 r- � 7 W3X8(A3) = W3X8(A3) W3X8(A3) = W3X8(A3) = 19-7-0 W5X9(R) III W5X8= W10X10 = W5X9(R) III V392# 932# 2� 1-2-0-0 1_ 7-0-0 1 16-4-0 I 7-0-0 I EF 30-4-0 Over 2 Supports R=3901 W=3.5" U=2220 R=4197 W=3.5" U=2370 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.22c4 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��G r' � T C L L 30.0 P S F R E F R151-47506 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY Pft ACTICES PRIOR TO G STRUCCTURAL PANELS, BOTTOMSCHORDESHALLLHHAVESA PROPERLYOATTACHEDORIIGIDRD ACEILING,PROPERLY ATTACHED .1` P"('1F�1(,`;q+ TC DL 7.0 P S F DATE 02/02/99 **[MPORTA NT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * �y�g B C D L 1 0,0 P S F D R W HCUSR151 99033041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO f eh ("- YALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f/J}{ f BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t f F( BC LL 0.0 P S F HC A B E J W P F SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE �, T 0 T.L D. 47.0 P S F S E Q N - 90034 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ++�� TATE OF %tU EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN, POSITION CONNECTORS PER Aya�• ``' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING e ' D U R.FAC. 1.33 FR0M KS Z4�itC.•°: Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Ilaines City,FL 33844 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067-58 BUILDERS - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7; W1.5X4 III W5X7; W 1.5 X 4 W1.5X4 7 r 1 7 +19-7-0 _ W3X5 = W5X7 = W3X5= W3X6 B1� — W3X6(BI) ) 4 0 Oaf 2 ( 0-0 1 .. I. 9-0-0 I 12-4-0 I 9-0-0LE 1=�� 30-4-0 Over 2 Supports R=2019 W=3.5" U=990 R=2019 W=3.5" U=990 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,t TC LL 30.0 P S F R E F R151--47508 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ppr'[�r'l �f'Y TC DL 7.0 0 P S F DATE 02/02/99 STRUCTURAL PANELS, OOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Gc, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �,I,, BC DL 10.0 PSF DRW HCUSR151 99033032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO eb Ot"' RICATING, HANDLING, SHIPPININSTALLING AND ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABG, r i BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .STATE;OF .�2TOT.LD. 47.0 PSF SEON - 90037 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Vj�• M"•"" �y . .•-/�� DUR.FAC. 1.33 FROM KS Alpine Engineered Products,Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V r_yy 7 I'Iel(ICS City,FL 33844 COMPONENT TJTPI 1 FOR 1995ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Tr`� SPACING 24.0„ I I I I I I I (I.0067-58 BUILDERS - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1 .. W5X5; W3X5= W5X5 W 1.5 X 4 W1.5X4 7 r 7 19-7-0 W3X6(Bl) = W5X12 = W5X12 = W3X6(B1) 2-0-0_ 1.2-0-0 J (, 11-0-0 I 8-4-0 I 11-0-0 I 30-4-0 Over 2 Supports R=2019 W=3.5" U=990 R=2019 W=3.5" U=990 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.1875" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��G�, �j�f TC LL 30.0 P S F R E F R151--47510 INSTITUTE, 583 O'ONOFR IO DR., SUITE Z00, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO !� G ,2 PERFORMING THESE FUNCTIONS. UNLESS OTHERN[SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ```+ �tt'}(o' �� TC DL 7.0 P S F DATE 02/02/99 SIR UC7UR AL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C) B C D L 10.0 P S F D R W HCUSR151 99033033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Pb � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 CONNECTORS ARE MADE OF POGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S7ATE OF '.' TOT.L D. 47.0 P S F S E Q N - 90040 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESI GN, POSITION CONNECTORS PER •,,` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INUICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , � r : D U R.F A C. 1.33 F ROM IC S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS G.. T Plains City,FL 33844 COM OT EE N T1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067-58 BUILDERS - D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 a W5X5 s W3X5 W3X5 0� 7 r 7 19-7-0 W1.5X4 III W5X5 = W1.5X4 III W3X6(B1) = W5X5= W3X6(131) zI D owl2IE 0-D L_ 13-0-0 I 4-4-0 I 13-0-0 I rE 30-4-0 Over 2 Supports R=2019 W=3.5" U=980 R=2019 W=3.5" U=980 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--47512 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR I OR TO `�..•,C pp en P p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �"''�'{�r'!(,^` T C D L 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �f�p BC DL 10.0 P S F D R W HCUSRI51 99033038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO )''CI1 " ' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + B C L L 0.0 P S F H C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ST)ATE OF TOT.L D. 47.0 P S F S E O N - 90043 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `� ;L DRAWING 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :�•l(^'.`Ej D U R.FAC. 1.33 F R 0 M IC S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY ICU THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I1.11ne City,Ft, 33844 pN5[/TPITIf�99ANSE�TIOFORNCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4,0 (I.0067-58 BUILDERS - D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 143X5(R) III W1.5X4 W1.5X4 7 r --1 7 W3 W2 -k-19-7-0 W3X6(B1) = W5X5= W5X5= W3X6 B1 2� I 2-0-0, ' , L. 15-2-0 I _ 15-2-0 I IE 30-4-0 Over 2 Supports R=2019 W=3.5" U=970 R=2019 W=3.5" U=920 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.1875" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--47514 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1� ,3 PERFORMING THINSTITUTE, 5 BSEDFUNCTIONSDIG RUNLESSTOTHERWISEDINDNCATEO, TOPICNORDFSHALLFHAVEPRACTI PROPEREY ATTOR ToACHED S`TT�YT +f-Y�}� TC D L 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _•' ✓� 'q��`�+' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED eb '� BC DL 10.0 P S F D R W HCUSR151 99033039 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • ` B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP 11 ECIFICAT]ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S��T��7T 0 T.L D. 47.0 P S F S E Q N - 90048 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER owl*, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�FS�G �Jwl*,-�, D U R.FAC. 1.3 3 FROM K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /CC2�C Haines City,FI, 33844 ANSI/TPI 1995SECTONRESPONSIBILITYC�LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0 ;. s- (I.0067-58 BUILDERS - D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 T3 W5X5 T2 W5X5 7 r --1 7 W2 �19-7-0 W3X6(B1) - W5X5= W5X5= W3X6(B1) 2� 2L D-DJ 15-2-0 I 15-2-0 I IE 30-4-0 Over 2 Supports R=2019 W=3.5" U=970 R=2019 W=3.5" U=970 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.1875" Ft. 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��Gf TC LL 30.0 P S F R E F R151-47516 INSTITUTE, 583 D'ONO FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO F ,S ��,, STRUCIMFOTURAL PANELSFUBOTTOMSCHORDESHALLLHHAVEERW SA PROPERLYE DI DATTACHEDORIIGIDRD ACEILING PROPERLY ATTACHED �,ZIFlC'9 Y .. T C D L 7.0 P S F D A T E 02/02/99 _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D 0 BC DL 10.0 PSF DRW HCUSR151 99033034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO re ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 0; f ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �f BC LL 0.0 P S F HC-ENG A B E/W P F F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE;t)F T 0 T.L D. 47.0 P S F S E 0 N - 90051 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M DRAWINGS 16 .41 0 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •,,��At •�\ D U R.FAC. 1.33 F R 0 M K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IleinCS City,FL 33844 ANS17TPIT1F01995NSECTRRTICULAR BUILDING IS THE 0.ESPONSIBILITY OF TME BUILDING DESIGNER. PER SPACING 2 4.0" (I.0067-58 BUILDERS - D7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :C7 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.. SEE DWGS S11030E & GA898117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 74 PLF at 0.00 to 74 PLF at 0.46 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 178 PLF at 0.46 to 178 PLF at 29,87 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TC From 74 PLF at 29.87 to 74 PLF at 30.33 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 24 PLF at 0.00 to 24 PLF at 30.33 DESIGNED BY THE BUILDING DESIGNER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 7 r' C7 7 W3X5(D1) W3X5(D1) In] Ig 101 lei n 0-0-4 0-0-4 -� 19 7 0 W5X5 I 15-2-0 I 15-2-0 _I fE 30-4-0 Over Continuous Su _I pport —I R=195 PLF W=30-4-0 U=120 PLF Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Oa8 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--47518 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y� p "f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � Q�,I 74_41k jr T C D L 7.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CEILING. " Y" "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2b o210' BC DL 10.0 PSF DRW HCUSR151 99033040 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 0' ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCl AT ION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A STATE('�F 'Y T 0 T.L D. 4 7.0 P S F S E Q N - 10651 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . ",�j Mt� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VVV• -LM5 t O U R.FAC. 1.33 F ROM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A""! Hames City,FL 33844 COMPONENT FCRANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ti SPACING 2 4.O ANSI/TPI 1 1995 SECTION 2. J . I 1 1 , �5'-}^22'1' 11 1 I '. 00 NOT CUT OR ALTER TRUSSES. UNLESS Ft APPROVED BY TRUSS OFFICE T T 2. VERIFY ALL SPANS AND AMOUNTS. A8 TRUSSES MILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER m F2 m 4. APPROVED BY : in n APPROVAL DATE: DEL. DATE SYSTEM 42 FLOOR TRUSSES 16' DEPTH 24 O.C. SPACING UNLESS NOTED JOB: I0061 58 BUILDERS LOT: 554 OCEAN BLVD. PLAN: GEUTHER RESIDENCE DESIGNER: KEN STI6LETTS MANNING BLDG. SUPPLIES N T N 11!55 PHILLIPS PKWAY PH# 268-8225 s,u w JAX. FLA. 32256 ie O � O O 20,10, 1 (I0067a-58 BUILDERS - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 388 PLF at 0.12 to 388 PLF at 22.12 BC From 10 PLF at 0.00 to 10 PLF at 22.25 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 1 .. W1 .5X4(R) 143X3= W1.5X4(R) 14=143X5 = W3X3= TT T 1-0-8 1-0-8 1-4-0 L 9-1-2 W3X3= W=143X5 143X3= 142X4 III W2X4 III igrz 22-3-0 Over Continuous Support J R=394 PLF W=22-3-0 Note: All Plates Are 141.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND w, A TC LL 40.0 P S F R E F R151-48503 B RACING.PERFOR MI NGREFER T HSS PLATE ES ED F O NOCTION SIO DR ON LNEDS SSU I TOTHOERW I SE D[NDICLING INSTALLING ATBED, TOPI C HOR DRACING). B SH ALLF HLISHED A V E PRACTI CES PR OPE RLYY TP I U ATTACHED •!4!P F C�,�wp T C D L 1 0.0 P S F DATE 0 2/0 2/9 9 STRUCTURAL PANELS, BOTTOM CHOftD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .GF �'k "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I�O., �" BC DL 5.0 PSF DRW HCUSR151 99033003 PRODUCTS, INC. SHALL NOT BE RESPONSI8LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Reb OL BUILD THE TAU SSES IN CONFORMANCE WITH TP1; OR FABR ICA7[NG, HANDLING, SHIPPING, INSTALLING AND f �� ALPINE BRACING Of TRUSSFS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IN, DESIGN / B C L L 0.0 P S F H C-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN To AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE QF TOT.L.D. 55.0 P S F S E Q N - 90143 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ',�'•:......m '�•`_ RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS "'/�CerD U R.FAC. 1.00 F ROM IC S Alpine Engineered Products,InC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER IlamesCity,FL 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (I.0067a-58 BUILDERS - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.54" DL: 0.21" RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-1-8 24"J 10-1-8 15L ' Type. W1 .5X4 III 145X5= W3X3= W3X3= W1.5X4(R) W1.5X4(R) = W3X5= W3X3= W=W3X5 = W1.5X4 III W1.5X4 III W3X3= W3X5= 145X5= 141.5X4 III T� 1-0-8 1-1-4-0 W=HS2512 145X5= 143X5= 143X3= W3X3= W3X3= W3X5 = 145X5 W3X5= W3X3= W3X5 IE 22-3-0 Over 2 Supports - R=1211 W=3" R=1211 W=3" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 0 P S F R E F R151--48513 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p•�7 _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAf ETY PRACTICES PRIOR TO �..-" f PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' •``P"(1�IC„q� '�,• T C D L 1 0.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�v +' _1MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED " BC DL 5.0 PSF DRW HCUSR151 99033002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FC b D BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 B C L L 0.0 P S F HC-ENG A B E/W PF SPECIE ICATI ON PU8LISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO +��y STATE OF T 0 T.L D. 55.0 P S F S E 0 N - 90140 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -l( {t4A�.•� O U R.FAC. 1.00 F R 0 M KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS II81neS Cny,FL 33844 ANSIONPIT1FOR ANSECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" y 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE T T 2. VERIFY ALL SPANS AND ANOINTS, AS TRUSSES WILL I THIS LAYOUT 3. NO BIN BAACIITCCHA INGBEBUILT IN STRICT ACCORDANCE STALLLLONEED. U LESSMANAAPPROVED m _ F2 m 4. APPROVED BY APPROVAL DATE: DEL. DATE SYSTEM 42 FLOOR TRUSSES 18" DEPTH 24' O.C. SPACING UNLESS NOTED J08: I0057 55 BUILDERS LOT. 634 OCEAN BLVD. RAN: GEUTHER RESIDENCE DESIGNER KEN STI6LETTS MANNING BLDG. SUPPLIES F9 11155 PHILLIPS PKNAY PHI 268-8225 N N JA%. FLA. 32256 8M1 Flo w F5Eg n n 0 F8 v O1 a FS o t o � 1 i 20'10' 02-02-1999 TJ-Beam(TM) Page 1 of 2 09:25:22 v4.64 218101225 1111 BEAMUSA AN MANNING BUILDING SUPPLIES 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 Aw ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project Name: I0067 58 BUILDERS Page Title: BM1 Type: FL File Name: I00675M1 Based an Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 U360 L/240 Roof Slope(in/ft)......... 0.000 Live load(psf)............. 40.0 Span 2 U360 L/240 Floor Decking............... N/A Dead Load(psf)............. 15.0 Span 3 L/360 L/240 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 0'- 0.00" 211- 7.50" 312 116 Add F51S 2 Unif(plf) Floor 1.00 01- 0.00" 91- 0.00" 289 107 Add F81S 3 Conc(lbs) Floor 1.00 91- 4.00" 1886 697 Add F9 4 Conc(lbs) Floor 1.00 21'- 4.00" 1886 697 Add F9 r 2 Pcs of 1. 75" x 16" 2. 0E Parallam(R) PSL 61- 9.00" ' 81- 7.00" ^ 61- 3.50" ---------------------------- S I Z E A N A L Y S I S - A S D ----------------------------------------- ' This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMiltan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include alternate and adjacent member skip loading. The maximum unbraced Length(s) shown are based on the controlling compressive forces an either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple pty connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(lb) 5129 3934 ( 10827 36% LT. end Span 2 under Floor ADJACENT span loading Maim t(ft-Lb) 6590 6590 ( 34954 19% RT, end Span 1 under Floor ADJACENT span loading Live Deft.(in) 0.023 ( 0.286 L/999+ MID Span 2 under Floor ALTERNATE span loading Total Deft.(in) 0.029 ( 0.429 L/999+ MID Span 2 under Floor ALTERNATE span loading Span 1 Span 2 - Span 3 - Max. Reaction Totat(tb) 2540 9131 5462 3784 Live(lb) 1943 6598 3970 2839 Required Brg. Length(in) 1.71(W) 4.01(C) 2.40(C) 2.54(W) Max. Unbraced l ength(in) 32 32 32 32 32 (I0067F-58 BUILDERS - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 Sp #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,2758 FOR GABLE DETAILS. SPECIAL LOADS ---—-(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 388 PLF at 0.12 to 388 PLF at 24.21 BC From 10 PLF at 0.00 to 10 PLF at 24.33 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3X3 W1.5X4(R) = W1.5X4(R) = W=W3X5 = W3X3 TT T 1-0-8 1-0-8 1-4-0 1 9-1-2 142X4 III W=W3X5 W2X4 III W3X3= W3X3= 24-4-0 Over Continuous Support R=394 PLF W=24-4-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.25" Ft. '*WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - T C L L 40.0 P S F R E F R151--48546 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1��.�••'•� J�/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`••plt�F�4„4,�•� TC DL 10.O P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , ' '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F�b 0'[i� ' BC DL 5.0 PSF DRW HCUSRI5I 99032096 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UESIGN 7 J r B C L L O.O P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �� STgTE FJF TOT.L D. 55.0 P S F S E Q N - 90078 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER JAy�,.4t =, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 FR0M KS Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .`i flainES City,FL 33844 COMPONENT1FOR ANSECT[OICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067F-58 BUILDERS - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N :T2 4x2 SP #1 Dense: SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 24-04-00 ROOF SPANS WITH 02-00-00 OVERHANG. ROOF LOAD: MAX JT VERT DEFL: LL: 0.46" DL: 0.17" 30.00 PSF LL AND 25.00 PSF DL. RECOMMENDED CAMBER 1/4" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. , 1788# 10-1-10 24" 12-1-14 15" Typ. W1.5X4 III k- -H W1.5X4 III W3X3 W3X6= W3X3= W3X5 = W2X4 III W3X3= W3X3= W1.5X4 III W5X5 = — W4X4 III W1.5X4(R) - W3X5 = W=W3X5 = T2 W6X6 — T — T T 1-0-8 1-4-0 1-4-0 1 9-1-2 W3X6= W3X5= W3X3= W3X3= W3X3= W3X5- W5X5 = W6X6 W3X5= W3X3= W5X9 W=HS2512 L<-2-0-0�,J I� 24-3-8 Over 2 Supports R=1125 W=3" R=3414 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.25" Ft. "WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--48553 BRACING.E.REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �6+ICES PRIOR TOy PERFORMING THESE INST TUT 583 DFUN COTIONSOIO R. ESS TOT HEORWISEDI NONC ATED, TOPICHOR D FIR ALLFHAY E TY PPROPERLY ATTACHED ��' S C 'f ,• pY q ,�j TC DL 10.0 PSF DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G�J� y "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED deb UL, BC DL 5.0 PSF DRW HCUSR151 99033004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V< ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Y f « BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( BC LL 0.0 P S F HC A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '� .C)TaT�;OF T 0 T.L D. 5 5.0 P S F S E Q N - 90075 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �•�,ICS MrrA„+-` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFESSIONAL ENGINEERING vvv��� LI.AfZF�✓,'(�(�./� DUR.FAC. 1.00 FROM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS 4' Haines City,FL 33844 COMPONENT OR 99 ANSE CTIO N CUL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.C" (I.0067F-58 BUILDERS - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP ¢#3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS SEE DWG 657,275 OR 657,2758 FOR GABLE DETAILS. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 375 PLF at 0.12 to 375 PLF at 30.12 BC From 10 PLF at 0.00 to 10 PLF at 30.25 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3X3= W=W3X5 = W1.5X4(R) W1.5X4(R) W4X4 III W3X3 TT 1-0-81-0-8 1-4-0 J- 1 9-1-2 -L W2X4 III W=W3X5 = W2X4 III W3X3= W4X4 III W3X3= fE 30-3-0 Over Continuous Support R=382 PLF W=30-3-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.25" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R 1 5 1--4 8 5 5 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '�(G` h INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �r"•• PERFOft MING THESE FUNCTION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �' � I """�-wy TC DL 10.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J� 1" B C D L 5.O P S F D R W HCUSR151 99033005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Feb UL" ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND M r r+r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 BC LL 0.0 PSF HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO $ ATE:OF TOT.LD. 5 5.0 P S F S EON - 9 0 0 8 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING* .FAC. 1.00 F R 0 M K S Alpine Engineered Products Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISQ ��•��'' Ifa1nz5 City,FL 33844 COMPONENT T1 FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4.0" (I0067F-58 BUILDERS - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N 1 , WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 115" Typ, 6-4-0 — -24"=r 13-0-0 24"+ 6-11-0 � W3X5 W1.5X4(R) = W3X3= W3X3=— W3X3= W3X3= W2X4 III W3X3= W4X4= W4X4= W3X3= W3X5 = W3X3= W=W3X5 = W1.5X4(R) T T T 1-0 8 1 0-8 1-4-0 1 9-1-2 F 143X5=_ 143X3= W3X3= W3X3= 143X5 = W3X8- 143X5= W3X3= W04= W3X5= W4X4= W3X3- W3X5 14=143X5 1' 14-6-8 I 30-3-0 Over 3 Supports R=723 W=3" R=1889 W=3.5" R=783 W=3" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .t•�.' Pp TC LL 40.0 P S F R E F R151--48564 R TO PERFORMING THE S ED FUNCCTIONSOFRIO DRU NLESSTOTHEORWISEDI ND II IVC AWED, TOPI CHOR DF SHAL LF HAVEETI P PRO PER Y ARACTICES TTACCHED ~1. 'f'Y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC DL 10.0 P S F DATE 02/02/99 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V B C D L 5.0 P S F D R W HCUSR151 99033010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Tp {✓eb ONO, BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANG w ,+ t r ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( J B C L L 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1•'1• CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STAT E OF T 0 T.L D. 55.0 P S F S E Q N - 90086 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS, ',(y DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VVV��• -Lt(_ �4 •,,.1 D U R.FAC. 1.0 0 FROM K S Alpine Engiueemd Products,IRC .. . RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Til"S . . Maines City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS I/TPI 1-1995 SECTION 2. SPACING 2 4.0" (I.0067F-58 BUILDERS - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6-9-6 24" 6-9-6 Typ. W1.5X4 III W1.5X4(R) W3X5 = W3X3= W3X3= 143X3= W3X3= W3X5 = W2X4 III 1 0-8 1�0 1�0 �- —L }9-1-2 143X5= W3X3=_ W1.5X4 III W1.5X4 III W3X5= 143X5= rr W3X5= W3X3= fE 15-6-12 Over 2 Supports R=843 W=3" R=856 PLT TYP. Wave TPI-95 Design Criteria: TPI (STD M 18.2c4 FL/-/3/-/F/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ES P�j T C L L 4 0.0 P S F R E F R151--48565 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �►� •� T C D L 1 0.0 P S F DATE 02/02/99 PERF0RM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pT1��Cti/ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �1� " BC DL 5.0 P S F D R W HCUSR151 990330ll PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Feb DC ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f i BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( ( B C L L 0.0 P S F FIC -ENG A B E/W P F SPECIFICATION PUBLISHED BY TME AM ER TO FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE ' 1.1.. CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU STATE:OF TOT.L D. 55.0 P S F S E Q N - 90089 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �.� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 F R 0 M IC S Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ) Haines City,FL 33844 COMPONENT 1 FOR 99 ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4� SPACING 24.0" (I.0067F-58 BUILDERS - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 388 PLF at 0.12 to 388 PLF at 15.56 BC From 10 PLF at 0.00 to 10 PLF at 15.56 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3X3 Wl.5X4(R) = W3X5 T T ! .. 1-0-8 1-4-0 1-4-0 �— k 9-1-2 W2X4 III W3X3= W3X3= W2X4 III LE 15-6-12 Over Continuous Support R=395 PLF W=15-6-12 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 18.2c4 FL/-/3/-/E/-/- Scale 'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--48566 YBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,,ii p �I PEREORMI NG THMST TUTE E S ED FUNCCTIONS�IO R ON E SST0THOERWI SEDINDIC ATED, TO P1 C HER DF3 HALL F HAVEET PROPE RL Y ATTACHED ���1r j .✓ ,lov C4,,.�,, TC DL 10.0 PSF DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILIN13 _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER,D 6 1" B C D L 5.0 P S F D R W HCUSR151 99033012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND F 4 B C L L 0.0 P S F H C-ENG A B E/W P F ALPINE BRACING OF FRO SSES. THIS DESIGN CONFORMS WITH APPLICABLE PBUY ISIONS OF NDS (NATIONAL DESIGN 11�� SPECIE KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE.OF TOT.L D. 5 5.0 P S F S E Q N - 90092 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .(•^••CC �+;•�� •��',� DUR.FAC. 1.00 FROM KS Alpine Engineered Products,inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. HE SUITABILITY AND USE OF THIS �` Hautes City,FL 33� COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. SPACING_ 2 4.0" - (I.0067F-58 BUILDERS - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,2758 FOR GABLE DETAILS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 388 PLF at 0.12 to 388 PLF at 14.40 BC From 10 PLF at 0.00 to 10 PLF at 14.40 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3X3= W1.5X4(R) - W3X5 -F I A 1-4-0 1-4-0 1 0-8 I _C 9-1-2 W2X4 III W3X3- W3X3= W2X4III IE 14-4-12 Over Continuous Support J R=395 PLF W=14-4-12 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD)— 18.2c4 FL/-/3/-/E/-/- Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I h T C L L 40.O P S F R E F R 1 5 1--48567 BRACING.INSTITUTE,REFER TD HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED a TPI (TRUSS PLATE 1f" �N PERF Oft MING THE SEDFUNCOTI ON SDIO R UNLE SSTOTH OERWISEO[NDNC ATED, TOPIC HORDFSHALLFHAVEPPROPE0.LY ATTACHE6 RACTICES PRIOR I '•'L K�r, fr- r T C D L 1 O.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � � �+k� p _IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED M �•" B C D L 5.0 P S F D R W HCUSR151 99033013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG Feb 000 BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '*j t ';� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F H C-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO sTAn oF- T 0 T-LD. 5 5.0 P S F S E O N - 90098 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•�0Rtr D U R.FAC. 1.00 F ROM K S Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FI 33$44 pNSIQTPIT1FO995NSECTIONC�LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA SPACING 24.0 J I " (I.0067F-58 BUILDERS - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6-2-6 'I 24" —6-2-6 'I 15" Typ. W1.5X4 III W3X5 Wl.5X4(R) W3X3= W3X3= W3X3= W3X3= W3X5= W2X4 III 1-4-0 1-4-0 1 0-8 —�-- �9-1-2 W3X5= W3X3= W1.5X4 III W3X5= W3X5 W3X5= WI.5X4 III W3X3= fC 14-4-12 Over 2 Supports R=779 W=3" R=792 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 13.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R151--48569 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THERACTICES PRIOR TO SEDFUNCOTIONS- UNLESSFRIO OR. T0THENWISE200. DINDNCAWED, TOPISOICH0RDFSHALLFHAVESAETY PPROPERLY ATTACHED .�t��tr' r-�,F/� TC DL 10.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED0.. BC DL 5.0 PSF DRW HCUSR151 99033014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Reb O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f d ` B C L L 0.0 P S F H C-E N G A B E W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITk APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -STATEOF T 0 T.L D. 55.0 P S F S E Q N - 90101 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �} ('�. DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �17'"•'� Alpine Engineered Product,Inc. U D U R.FAC. 1.00 FROM K S RESP INSIB ILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 ANSI/TPI T1FOR ANSECTRGNCZLAR BUILDING IS THE RESSPONSI81LITY OF THE BUILDING DESIGNER. PER yJ` SPACING 2 4.0" 1 11 - i (I.0067F-58 BUILDERS - 179) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 14.40 BC From 10 PLF at 0.00 to 10 PLF at 14.40 TC 2394 LB Conc. Load at 10.65 13�' Typ. 2394# W2X5 III W2X5 III W5X7 = W6X8= Wl.5X4(R) = W5X5 = W5X5= W4X4= W4X4= W6X10 T T 1 ,. 1 0-81-4-0 1-4-0 9-1-2 W5X7= W5X5= W5X5 = W4X4= W4X4= W6X1O = W6X8 W5X5 fE 14-4-12 Over 2 Supports R=1382 W=3" R=2583 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--48570 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .[ER �? INSTITUTE, 583 D'ONOFR IO DR., SUITE 200. MADISON, WI 53119), FOR SALE TY PRACTICES PRIOR TO 4y�r..•�' �"//� STRU�TUR AL PA NERI NG TH E STUB OTTOMSCMORD FSHA0 HHAYESA PR OPERLYDAT?ACHEDOft D*GICSH ACEIL CEILHAVE ING OPERLY ATTACHED '�.f f�I� lC;,q ; TC DL 10.0 PSF DATE 02/02/99 ERF_IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' G uD + " BC DL 5.0 P S F D R W HCUSR151 99033017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Feb O C ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ! BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ,% TOT.L D. 55.0 P S F S E Q N - 90136 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, NO CONNECTORS PER ZOO* DRAW ING5 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `^ ], OUR.FAC. 1.0 0 FROM K S Alpine Engineered Products,IllC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' Haines City,FL 33844 COM ANSI/TPI T1�O1995NSECARp„CULAR DUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (I.0067F-58 BUILDERS - F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BUT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. — 4-3-2 24" -4-3-2 i- 15" Type. W1.5X4 III W1.5X4(R) W3X3= W3X3= W3X3= W3X3= W2X4 III 1-0-8 1-40 1-4-0 � � +9-1-2 W3X3= W1.5X4 III W1.5X4 III W3X5= W3X5 = W3X3 L- 10-6-4 Over 2 Supports R=566 W=3" R=579 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 PSF REF R 1 5 1--4 8 5 7 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '(,c! INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �'/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `.``'P�IFt �r TC DL 10.0 P S F DATE 02/02/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *GG **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 99033015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Fk b 0 Jg BUILD THE TRUS5E5 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O ALPINE BRA I f / ��Jr BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN f J r BC LL 0.0 P S F HC-ENG A B E/W PF SPECIFICATION PUBLISHED 8Y HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �•t^rf,F1TF7aF , TOT.LD. 55.0 PSF SEON - 90104 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER +++4�G1 CPO_, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "`iii��• ,L l O U R.FAC. 1.00 FR0M KS Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS + Baines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE ftESPONSiB I L I TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (I.0067F-58 BUILDERS - Ell 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N Z Complete Trusses Required BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 :W2, W8 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 9" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 100 PLF at 0.00 to 100 PLF at 12.00 IN EACH ROW TO AVOID SPLITTING. BC From 299 PLF at 0.00 to 299 PLF at 12.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON THE BOTTOM CHORD ONLY. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 145X7= W3X5= W1.5X4 III W3X5= W5X7 1T 0 8 1-4-0 9-1-2 W1.5X4 III W5X7 - W3X8= W5X7 = W1.5X4 III L- 12-0-0 Over 2 Supports R=2394 R=2394 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18__2c4 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I C'A P TC LL 40.0 P S F R E F R151--48573 PERFORMING I EUFUUNCCTION SIO �R ON L E SSTOTHEU0.RW I SED I NDII CAVTIED, TO P5 37 I CHORD OSHALLF HAYE Ty EPRACTI CES PR O PERLY ATTACHED `. PIt/I f�if TC DL 10.0 P S F DATE 02/02/99 STRUCTUft AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tJ4 _IMP IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC O B C D L 5.Q P S F- D R W HCUSR151 99033016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Fl?b D ' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f ; BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 0.0 P S F H C-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TEL ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE of ,•' TOT.L D. 55.0 P S F S E Q N - 90112 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �. � .: i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 FROM K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 't�' ElameS City,FL 33844 COMPONENT 1FOR ANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER +�GLJ SPACING 24.0" CITY OF ATLANTIC BEACH, FLORIDA App.o„«I by APPLICATION FOR ELECTRICAL. PERMIT V TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— 1. 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. C'� wtl-�, ELECTRICAL FIRM: MASI&R ELECTRICIAN SIGNATURE JOURNEYMAN NAME G __,_.ADDRESS: R BOX BLDG`.SIZE BETWEEN: RES. APT.( ) comm.( ) PUBLIC ( ) INDUS. ( 1 NEW( ! OLDf REW. ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 81.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCHFLASHER EACH SIGN FORWARDED TOTAL FEES Z 1 cam.` 17 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 1i TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 'io�9uw L ELECTRICAL FIRM: Mi R I LE'CT9RfIAN SIGNATURE JOURNEYMAN NAMEADDRESS: RFD-BOX- BLDG. FDBOXBLDG.SIZE ETWEEN: RES. 1 APT. ( 1 comm.( ) PUBLIC ( 1 INDUS. ( ) NEW( ! OLD REW.( 1 ADDITION ( 1 TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS PH W OLT RACEWAY EXIST.SERV.SIZE AMPS PH W Z VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES i GEUTHER RESIDENCE HVAC LOAD ANALYSIS for Steve Geuther 654 Ocean Boulevard 1 Atlantic Beach, FL 32233 f Five Star R WIM Residential and LiSht Commercial HVAC Loads I Prepared By; Andy Bryan Ocean State Heating&Air Conditioning j 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 1-29-99 I i RHVAC-Residential&Light Commercial HVAC Loads Program Ocean State Htg&A/C Elite Software Development,Inc. 0-11 Geuther Residence Neptune Beach, FL 32266-1798 1-29-99 Page 2 Project Summary Design Data Project Name: Geuther Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures ---- _-- Total Building Supply CFM: 2147 CFM per square foot: 0.697 Square feet of room area: 3,078 Square feet per ton: 602.162 Building Loads Total heating required with outside air: 59,820 Btuh 59.820 MBH Total sensible gain: 47,231 Btuh 86 Total latent gain: 7,815 Btuh 14 % Total cooling required with outside air: 55,046 Btuh 4.587 Tons (based on sensible + latent) 5.112 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,January 29, 1999 RHVAC-Residential 8Light Commercial HVAC Loads Program Elite Software Development,Inc. 1 Ocean State Htg&A/C Geuther Residence Neptune Beach,FL 32266-1798 1-29-99 Page 3 Total Building Summary Loads i Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain i 3C Window Double Pane Clear Glass Metal Frame 484 15,793 0 24,749 24,749 91 French Door Double Clear Glass Metal Frame 58 1,969 0 1,845 1,845 12C Wall R-11 + 1/2" Gypsum(R-0.5) 2,502 10,134 0 5,539 5,539 -30 Insulation 1,557 2,313 0 2,313 2,313 16G Ceiling R 201 Floor Over Open Crawl Carpet + R-19 37 80 0 28 28 22A Slab on Grade No Edge Insulation 168 6,125 0 0 0 Subtotals for structure: 4,806 36,414 0 34,474 34,474 Active People: 6 0 1,380 1,800 3,180 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,849 0 4,293 4,293 Infiltration: Winter CFM: 415.3, Summer CFM: 184.6 542 20,557 6,435 4,264 10,699 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 1 Sensible Gain Total: 47,231 Temperature Swing Multiplier: X1.00 Building Load Totals: 59,820 7,815 47,231 55,046 Check Figures Total Building Supply CFM: 2147 CFM per square foot: 0.697 Square feet of room area: 3,078 Square feet per ton: 602.162 Building Loads Total heating required with outside air: 59,820 Btuh 59.820 MBH Total sensible gain: 47,231 Btuh 86 % Total latent gain: 7,815 Btuh 14 % Total cooling required with outside air: 55,046 Btuh 4.587 Tons (based on sensible + latent) 5.112 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent bads. Friday,January 29, 1999 a > RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C E Geuther Residence Neptune Beach,FL 32266-1798 1-29-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 'I 3C Window Double Pane Clear Glass Metal Frame 484 15,793 0 24,749 24,749 91 French Door Double Clear Glass Metal Frame 58 1,969 0 1,845 1,845 12C Wall R-11 + 1/2" Gypsum(R-0.5) 2,502 10,134 0 5,539 5,539 16G Ceiling R-30 Insulation 1,557 2,313 0 2,313 2,313 201 Floor Over Open Crawl Carpet + R-19 37 80 0 28 28 22A Slab on Grade No Edge Insulation 168 6,125 0 0 0 Subtotals for structure: 4,806 36,414 0 34,474 34,474 Active People: 6 0 1,380 1,800 3,180 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,849 0 4,293 4,293 Infiltration: Winter CFM: 415.3, Summer CFM: 184.6 542 20,557 6,435 4,264 10,699 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 47,231 Temperature Swing Multiplier: X1.00 System Load Totals: 59,820 7,815 47,231 55,046 Check Figures Supply CFM: 2,147 CFM per square foot: 0.697 Square feet of room area: 3,078 Square feet per ton: 602.162 System Loads Total heating required with outside air: 59,820 Btuh 59.820 MBH Total sensible gain: 47,231 Btuh 86 % Total latent gain: 7,815 Btuh 14 % Total cooling required with outside air: 55,046 Btuh 4.587 Tons (based on sensible + latent) 5.112 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,January 29, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Geuther Residence Neptune Beach,FL 32256-1798 1-29-99 Page 5 �! Room Load Summary Reports I System#1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air i Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Family/Dining 589 11,720 152 0-0 7,432 1,223 338 1.25 422 338 I Rooms 2 Kitchen/Casu 341 13,304 173 0-0 10,666 1,567 485 1.05 509 485 al Dinin 3 Study/Suite 225 3,533 46 0-0 3,313 586 151 1.00 151 151 5 ! 4 Guest Bath 138 1,447 19 0-0 1,068 119 49 1.00 49 49 II 5 Den 228 5,960 77 0-0 3,719 665 169 1.00 169 169 j 6 Master Suite 256 7,243 94 0-0 5,875 1,410 267 1.35 361 267 j 7 Bath 2/WIC 340 2,783 36 0-0 2,440 214 111 1.00 111 111 8 Bath 88 1,870 24 0-0 2,939 142 134 1.00 134 134 '!I 3/Laundry 9 Suite 296 3,880 50 0-0 2,530 586 115 1.00 115 115 4/Media Room 10 Suite 3 225 3,156 41 0-0 3,601 586 164 1.00 164 164 11 Bath 2 160 1,368 18 0-0 1,335 119 61 1.00 61 61 12 Suite 2 192 3,556 46 0-0 2,313 598 105 1.16 122 105 System 1 Totals 3078 591820 777 47,231 7,815 2,147 2,366 2,147 Main Trunk Size: 22x18 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 4.587 86%/14% 47,231 7,815 55,046 Recommended: 5.112 77%/23% 47,231 14,108 61,339 System #1 Equipment Data Heating System Cooling System j Friday,January 29,1999 T T •��...��..� 1 Z� .E .Z N sT N N O O N ij _L a •i• .OT----� �•----- .9.9 T . Z.8E j w t co 0 LL 0 LL � E OD N LL � LL N LL ISE 4 LL N N � LL Y ,2 0 b 'o 0 t N m N m N ,OS 8.01, 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : APPROVAL DATE: DEL. DATE SYSTEM 42 FLOOR TRUSSES 16' DEPTH 24' O.C. SPACING UNLESS NOTED JOB: 10067 58 BUILDERS LOT: 654 OCEAN BLVD. PLAN: GEUTHER RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 258-8225 JAX. FLA. 32256 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER ID 4. APPROVED BY n " APPROVAL DATE: DEL. DATE : SYSTEM 42 FLOOR TRUSSES 16' DEPTH 24' O.C. SPACING UNLESS NOTED JOB: I0067 58 BUILDERS LOT: 654 OCEAN BLVD. PLAN: GEUTHER RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES iv 11155 PHILLIPS PKWAY PH# 268-8225 m JAX. FLA. 32256 m m I. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : APPROVAL DATE: DEL. DATE -- PITCH 7/12 OHANG 24" JOB: I0067 58 BUILDERS LOT: 654 OCEAN BLVD. PLAN: GEUTHER RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES '-__.-_ 11155 PHILLIPS PKWAY PH# 268-8225 S JAX. FLA. 32256 i I- L