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Permits 2078 Beach Ave t JOB ADDRESS 0 -7 EA Cf f AV .TYPE WORK Com- ►�t.)CT �j t t PROPERTY OWNERS CONTRACTOR TEL EP 'ONE PIIS IrI NDMBER � L I4 DATE CP alt' I Q'1s INSPEMONS.. 'FOOT G. / Iw" NAILIIYr . G a ( '2-10'k- -2 GiCU UP + Z FI1Vr.L BUILDTLVG , .`( RFICATE OF OCCDPANCY 1MPECrl6M`- RO-UGH 7J FINAL c` MECEUMCAL PERMIT# INSPECIYONS BOU6H ( _ 2 FINAL PLIJMUNG PIUMM Illy- INSPECTIONS ROUG EMADER SLAB ZL3 TOPODT WAIMISEWER FINAL NOTES• JOB ADDRESS ;: r% '� � TYPE WORK PROPERTY OWNER l I gb4l"HONE 744-6( o CONTRACTOR c TELEPHONE PERART NUAMER I i s 3 DATE 9 1,2 1 �9� MPEMONS: FOOTING in - 9 1 1'Y 9 SLAB d TLE BEAM I„u= /ice `rf NAILL,INGISHEATHING FRAMINGICOVER UP /::2-- 1 g 9 INSULATION FINAL BUH DING C K RTIFIC 4TE OF ELEC WICAL PERMM �o21J..3 0� INSPEC 7ONS ROUGH FINAL MECHANIC4L PERMIT# INSPEC77ONS ROUGH ZQ FEVAL -o PLUM UNG PI UDD EVSPEC77ONS ROUGHiUNDER SLAB TOPOUT WATERISE97ER FINAL NOTES: =� RECEIVED / 7ak ,j Cii fl�itltiwFL Beach City of Atlantic Beach• 800 Seminole Road. Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE v ~ V JOB ADDRESS a 0 ,1 APPLICANT • ADDRESS 6 PHONE: .. A' LEGAL DESCRIPTION: BLOCK NiTM 3ER 93 D S"�DLOT NUMBER ��L?A ZONIN DISTRICT !V n 7��1 CONTRACTOR D (1J T STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONEk2 W�_� 9&�� ) �� v PRESENT USE OF LAND OR BUILDING(S) ,,rr�� VALUATION OF PROPOSED CONSTRUCTION ,2 10 oo Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 02na/o2 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-constructiohlopographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER %% /t_ '' -�� DATE /,7 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. SIGNATURE OF CONTRACTOR � )ATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE �(PLEA`SE PRINT) NAME R O 1 I J Aye, V r d MAILING AD DRESS D/ � (J C PHONE /moi Y 2-V'9 7 O FAX 5 " D 6 O E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS r DAY OF62 STATE OF FLORIDA, COUNTY OF DUVAL NOTARY'S SIGNAT --. 3t""Y' Patricia Amonette AS TO OWNER: person .,; :r=MY COMMISSION# CC947012 EXPIRES ally known = • August 27,2004 ❑ Produced identification 4.2F WNDEDTHRUTROY FAN*SUMNCf W- Type of identification produced AS TO CONTRACTOR: rsonally known Produced identification Type of identification produced 02/28/02 A NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to. inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending.upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. a � m 'n ��7/'ry� O 0 r D m,n No y -,4, zti"*o2G�o.. ' zti -'�*-I �M TZ �n v x mODDO00DA 4-0 oN momz N A v a � l.:pOp _ V1mD-�DDW OT OLAMM � r�LA ��ROtzC-+1Op Z -c z0 14 0 ,S'9 m �om\ ma5- Om-um0O=0 Oc�O . � 00=o G _ z C." __ N. 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'Agdei6odol el!S (e :JNIMOIIOd 3H1 ON11VOIONI NVld 311S HDV-LL / 'B FLOODPLAIN DEVELOPMENT MQRMATTQ� City Of Atlaiiti;: ty Id Location::;!�..,�- -W64J< tt o'iuiidiiig a;iZjd fii:i Type of Development: Pl Le- f--2 Flood Zone: X 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 development. Date L&) 9 Applicant's Signature..-5 Department Use: Required Lowest Flo6r Elevation As Built Lowest Floor Elevation Survey Filed with Building Department ( - Building Department Rpreseilh,,jve'_.' . 4-A [ U CITY yr 1*4tatic Ve4d - 9&v:�(4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 5--/3 -yU Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, Building Department Book 9426 WINANCIA%PRINTINr;,r nasal 9 988 otiee ofommeneement (►IIL►AIIK IN OY►LICATS) r, To whom it may concerill The undersigned hereby informs you that improvements will be made to certain real property, .and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. of Description P property _P-arm_nf_Fats__Z5. _anti__ZfZ__rLotb__& ],.�Htic_ Beach Unit 3 ----------------------- Address; 2076 Beach AVE. U -----------------------------------------------------------••----------------------------------------------- ��' General description of improvements _First _floor__of__future_three__stor _home_- - - - - • V Double_ ara�e & utilitX_ ----------•------------------------------------------------------ Owner ---Robin Shehard---------------P---------------- !v Address __2077_Beach-.!}Ave, 4 Atlanti_c_- % achjF&0RIDA ._ ----- __--_-------------------- ------- ------------------. Y94Owner's interest in site of the improveme �leDoc# 921946' FeeS_imF:f}Vd-*_Recrrdv#--------- .. 09/30/99 Fee Simple Title holder (if other than owner) -------------------- . NA03:55:50 P.M.; -------=----------- - CLERK CIRCUIT COURT ------------------------------- DUVAL-"UNT4X --lr.1------------- REC. $ 6.00 Address ------------------------------------`-----•-------------••---------- Contractor .----------.-----. .------------------------------------------------ 2878 Chelton Road South Jacksonville, Florida 32216 �\ Address --------------------------------------------- --- -------------- ----- --------------------- Surety (if any) --- NA --------------------------------------------------------------------------•---------- Address ------Amount of bond =______________ Name and address of any person making a loan for the construction of the improvements. NA Name ------------------ Address --------------------------------------------------------••--------------`----------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name -----NA-------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the L"ienoes Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ---WA•--------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ THIS SPACE FOR R[CORO[R'e USE ONLY CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT-INFOftiillAT#ON ; _ Permit Number: 19444 LOCATION" Permit Type: UTILITIES Address: 2078 BEACHRAVVENUUE Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: Square Feet: Lot(s): Block: Section: Est. Value: Subdivision: NORTH ATLANTIC BEACH#3 Improv. Cost: Parcel Number: Date Issued: 1/12/2000 OYVaiIFR, RAIfATION 7. Total Fees: 1,250.00 Name: SHEPHERD Amount Paid: 1,250.00 Address: 11WcREA H e IZ �0-7? Date Paid: 1/12/2000 ATLANTIC BEACH, FLORIDA 32233 Work Desc: CONNECT TO CITY SEWER Phone: _.. NELSON PLUMBCONTRAING CO. INC. h '` YT Y SEWER IMPACT FEE N'.F 1,250.00 SEWERNVATER ons Re etc�tcl 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. $1350.00 53 Date: 3/24/06 01 Receipt: 603718+3 ATLANTIC BEACH UILDI EPT. CHECKS 4696 41000003435200 i J' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, Fl 32233-TEL: 247-5826-FAX: 247-5877 _ ;PERMIT I�tFORMAT101�� _ . Permit Number: 18853 �- -v- �-=--LOCATION=INF.ORMAT10�1 Address: 2078 BEACH AVENUE Permit Type: GARAGE '� ATLANTIC BEACH FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):PSAt&L0SB Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH #3 Est. Value: Parcel Number: PB 15, Pae 93 Improv. Cost: 50 0 N 50,000.00 OWNER INFORMATION, Date Issued: 9/21/1999 Name: SHEPHERD Total Fees: 550.00 Address: E.dt0-7'? dean�. j Amount Paid: 550.00 ATLANTIC BEACH, FLORIDA 32233 4 Date Paid: 9/21/1999 I Phone: WorkDesc: CONSTRUCT GARAGE PER PLANS — `CONTRAG_ok SAPPLICATION FEES -- H. PRICE & SONS, INC. PERMIT 390.00 WATER IMPACT FEE 160.00 i f I inspectiong Reguered --- 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 j MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER I , 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 FO ,` ATION OF APPLICABLE PROVISIONS OF LAW. r� n� r rn F. Date: 9/22/99 B1 Receipt: 0089499 ATLAN � BEACH BUILDIN EPT. CHECKS 88188983221088 4437 CITY OF ATLANTIC BEACH �s DEPARTMENT OF BUILDING Z6S4 800 SWARIW-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 dMa Ni 9S � _ rt a Permit Number: 13933282" Address: 2078 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH#3 Est.Value: Parcel Number. Improv. Cost: :. Date Issued: 12/23/1999 Name: SHEPHERD Total Fees: 885.00 Address: 1 a©? � Amount Paid: 885.00 ATLANTIC BEACH, FLIDA 32233 Date Paid: 12/23/1999 Phone: (904)744-6804 Work Desc: INSTALL 3/4"WATERSERVICE FOR GARAGE .n_q H. PRICE 8 SONS, INC. WATER METER/TAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 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" �•nb ISS@CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO§RCLATION OF APPLICABLE PROVISIONS OF LAW. � W m \ m m V' 7G E525.88 88 AT- TIC BEACH fAjiLDING DEPT. De: 12/23/99 81 Receipt: 4021834 CHEKS., . Ysoeneds43.s388 CITY OF ATLANTIC BEACH r DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION:__ ':. =_ __ ,LOCATION EO INRMATION �_ �Permit Number: 18972 Address: 20 BEACH AVENUE - 7 Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION___ Date Issued: 10/13/1999 Name: ROBIN SHEPARD Total Fees: 64.00 Address: E Amount Paid: 64.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/13/1999 Phone: (904)244- Q$2 - - Work Desc: 14 FIXTURESCON _ _ -- -- -- - _-- rNELSON PLUMB NG CO.T�C( -)-- �� -PERMIT — APPLICATION FEES 64.00 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION j 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 ^WNER PAYING T`AfICE FOR BUIL'DIN'G IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - — --1 64.0014 - --- - --- -____-____ ____ Date: 18/15/99 81 Receipt: ON3373 ATLANTIC BEACH UILDING D CHECKS 3224 88198883221868 881888832P1088 w CITY OF ATLANTIC BEACH APPLICATIONPLUMING PERMIT a JOB LOCATION: n OWNER OF PROPERTY: �-,I„ n ��A�X TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : c STATE LICENSE NUMBER: e FC (} TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS `�- BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 11-1/� �" /s MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: zzz SIGNATURE OF CONTRACTOR: ---------------------------------- INSTALLATION OF PLUMBIN AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 T'3Jdd St78S-Lt72:OI W07S:80 ❑3M 666I-22-330 PRICE QUV I APPILICATION FOR WATER ANDIOR SEWER TAP APPLICANT-NAME MAiL.INO ADORES$ .2a ( Q PHONI= NUMBER o-1 Y t ( DATE 2- -9'-9 SERVICE REQUESTED -7/0 Q/L SERVICE LOCATION a,0 7 k JilifJ N.�i7 1• — e DATE SET TO PUBLIC WORKS t_S -1 DATE RETURNED To BUJLOING DEPARTMENT �� PUBLIC WORKS 0EPART)W&4r PRICE QUOIrE RESPONS— _--- --- - WATER: SEI/VCR: OTHER. PRICF QUOTE PREPARED BY: �. � l� � � 2 2,-?� Signature - Title DATE NOTIFIED OWNER i0'd ZL85-LbZ-�06 1CLLeNZ)IW /C•A-AEH d0£ =£O 66-ZZ-Dao "t� PROPERTY DESCRIPTION REC 1pi r t p F Lot # , Block # Section # �� Subdivision:�4,rth W-ITJ„ti� '&41 C h /_,J"ti, t` pr 3 cIt'•; ` + � ��n [:� SCh � Oi Alia j1 0, Street Name or Address: �.J(�,eacL1 �✓e.. DESCRIPTION OF W(k*dlnn and Zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description / 5c✓'y 9-02221� Q)� SCr�V'j �b bE' C91 r y e Class of Work: (New/ Remodel/Addition: Ne<.y ZONING INFORMATION Type of Construction: C�, C /A Zoning Proposed / District: - �' Use: 6a r C Estimated Value $ 16"o-1 O 00 Exceptions or Variances Materials: CG 4 C , 1< - CGS<cnc�e Granted: Solid or Filled Ground• Roo f i 1c.j Method of Heating: 'J'!4P OWNER INFORMATION Property Owner:_ (A.)y CJ —Phone: Mailing AddressY 12 V.)" '?V.)" '? {L v, 1, . Zip: CONTRACTOR INFORMATION Contractor: Phone: Mailing Address: 7 J•iC� �, ,� r Zip: 2 �^ Expiration J J STATE LICENSE NO: C C GC7 3 Date: �yy• 7,00/ 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 -/„s DATE SWORN TO AND SUBSCRIBED BEFORE BY THIS DAY OF , 1992 . � 3 ra 0iRfI :Pld®� LINDA P. KILIS L ` f '� Comm. No. CC 47472VOTARY PUBLIC •. My Gnmm,Exp.Aug.30,1999 bonded thru Pichard Ins.Agcy. �n�l�lol 00 I � t CITY OF ATLANTIC BEACH PERMIT CALC,WLATION SHEET V Address 16 G A-� All Qf-tvf6e GS�TIrf- Y2 t3�(t'F Date Heated Sauare rootage i@ $ per sq ;.t = S Garaae/Shed ��0 @ $ per sat = S Carport/Porc+h. �a _per sq tt = 5 DeC.k Q � a qer Su t t $ Pato Y1 per sq ?r = y to TOTAL VALUAT ION : Tctal Val ion 1st $ S-0 eepo Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE S z7 + �,' 2 Filing Fee $ f Fireplaces @ $i5 , 00 S n BUILDING PERMIT FEE S 7 WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS ) . 0050 u _ SECTION H PAVING i ) $ HYDRAULIC SHARES S CROSS CONNECTION $ ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : S7immingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Flxcure Unic Worksheec For Wacer Impacc Fee FIXTITRE UNITS ARE ESTABLISHED AS THE MEASURE4ENT OF ;ATTR DE%%AND FOR EAC$ WATER FIXTURE UNIT INSTALLED AND C-ONNECTED TO THE C--v 'W'ATER SYSTEM. THE' WATER SUP?LY CHARGE IS HEREBY FIXED AT 7,;ENTY OCLLARS PER FIXTURE UNIT CONNECTED TO THE CIT'. WATER SYSTE.`*. ® BATHROOlf GROUP CONSISTING OF WATER CLOSET, LAVATORY 6 BATH SERVICE SINK TRAP STAND TUB OR SHOWER STALL (6) (8) �WATEA CLOSET4, TAn OPERATED WAVE CLOSET ( ) � VALVE OPERATED (,?) BA H7UB/SHOir'ER (2) URINAL WALL LI? (4) SHOWER GROUP PER HEAD (3) F'.00R DRAIN (!) ISHO'WEI STALL DOMESTIC (2) LAUNDR.V LAVATORY (1) I TR. v (_) Cv:13I`iATION SINK A.12 WASHI.NG ".ICHZNE PC^' SI.Ji.L- .:.aY S:.�K �..1 DISHWASHER (Z) WASH SINK EACH SET Cr KITCHEN SI.gX (2) FAUCETS (2) Flr_ '7C3DENTAL LA7AT0RY (i) i SIHx yZ=g `BASTE GRINDEY (3) DE.'TTAL UNIT OR CUSPIDOR (?) BID£.' (�) URINAL STALL, WASEOUT (4) FI.IISxZ21G RL'i SINK (8) COPiBINATION SINK AND TRAY W:7*-, FOOD DISPOS. (4) URINAL, PM£STAL, SY?HCN JET BLOWOUT (Z) DRINKING FOUNTAIN LAVATORY, BARBER/BEAUTY SHOP (2) ICE YAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (Z) URINAL STALL, WASHOUT (4) TOTAL FIXIVRE UNITS____.& ` $20.00 EAC% $ .JOB IKFOR.4.ATION � (3 C t7&- Vr c; .. ,.,� , V4R31409$0729a 14 ntT OUTPUT DISPLAY DEVICE S1031596 PAGE 1 DSP 14 USER _ 01/'!2/00 08-28-16 . � � - ' - UT50OUO2 CSTARR CHANGE SEBEACH NT MAINTENANCE OF ATLANTIC SERVICE ORDER SERVICE ORDER COMME TYPE . - MS METER SET 1/12/00 STATUS - PENDING COMPLETION 08-28-15 SVC ORDER NBR LOCATION ID _ ISSUE DATE/TIME- 5$088 CITY . _ _ 16090 20781112/00 8-28-09 METER NUMBER _ ATLANTIC BEACH $EACH AVE SERVICE CD/SEQ - TO COMPLETE INFORMATION WA 000 WATER 4=DELETE SERVICE ORDER TYPE I CMT CD S=DISPLAY . PRESS ENTER. OPT -F4- CM PAID FOR 3I4- ALPHANUMERIC VALUE NUMERIC PRT CM METER IS JUST METER ON PERMIT 4 DECIMALS UE -F4- CM PENDING_ A GARAGE 193AT THIS CM ASR PAT WHY NO SEWERTCHBATHROflM SUPPOSE TO GET ARGED, 4 CM OF THIS SERVICE WITH DON FORD SHE•S 4 ORDER Tfl • WILL GIVE COPY 4 PAT. 4 4 F3=EXIT f4=PROMPT F12=CANCEL =CANCEL 4 TRANSMITTAL OCCUMENT FOR JEA LATE : The following permits have passed "rough" inspection: Permit No . Address Q079 �ac,6 C� Please ucda`e your recor-'s accordingly. ank ou, B _ DING CLERK CITY OF ATLANTIC BEACH vcb { CITY OF ATLANTIC BEACH, FLORIDA A"rowdby APPLICATION FOR ELECTRICAL PERMIT �rqq g TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 199 I 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. ELECTRICAL FIRM: M;W R ELECTRICIANN SIGNATURE ,JOURNEYMAN NAME P�`c ADDRESS: �"�� e'9 v RFD BOX BLDG.SIZE BETWEEN: SQ RES.( AFT.( ) comm. ( 1 PUBLIC( ) INDUS. ( 1 NEW( ) OLD ( 1 REW.( ) 1 A ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( 1 SO. FT. SERVICE: NEW(� INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE NO AMPS 2 e D COPPER f ALUM. f 1 SWITCH OR BREAKER c I PH .3 i 4 1 12 V St✓U RACEWA 1 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE N0. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL { 1 RECEPTACLES CONCEALED OPEN I 'TOTAL 0.80 AMPS. 31,1100 AMPS, SWITCHES 1 INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. ovtR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT r;+ ` 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS ANEOUS MISCELL .AY CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT �� ;:="'" �: �. � , �;�, , ��°��E.00�: , OI�'i[�t . '. ��TCa� � ��',w ,.`.. •, .,Y, Permit Number: 19066 Address: BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 11/02/1999 Name: H.PRICE & SONS Total Fees: 25.00 Address: Amount Paid: 25.00 Date Paid: 11/02/1999 Phone: (000)000-0000 Work Desc: CS#4 60AMPS 1 PH 3W 240V 1"RW ALUM - OVERHEAD TEMPORARY POLE TRMW ALLSTATE ELECTRICAL CONTR. INC PERMIT 25.00 Liz 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. $25.0014 Date: 11/02/53 61 Receipt: 8967359 CHECKS 1453 ATLANTIC BEACH BUILDI EPT. 00160901221800 ——_ Glai pGi�t7�e a nrn . 3113 CITY OF ATLANTIC BEACH, FLORIDA App►owdby APPLICATION FOR ELECTRICAL PERMIT { TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 10- a5 19 I IMP013TANT 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. ELECTRICAL FIRM: MASTER fLECTRICIAN SIGNATURE JOURNEYMAN NAME �i'I C-C d`S-�,o1''1 S ADDRESS: '457 RFD / BOjX BLDG.SIZE dl�- ode BETWEEN: RES. APT.( ) COMM.( ► PUBLIC ( 1 INDUS.( ) NEW( I OLD ( ) REW. ( ) atel ADDITION( ) TRAILER ( ) TEMP. ) SIGNS ( 1 SO. FT. SERVICE: NEW1INCREASE ( 1 REPAIR ( ) FEE _ 1 CONDUCTOR SIZE AMPS COPPERf ALUM. TCH OR BREAKER PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN 'TOTAL O•SO AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS C EIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PNS MISCELLANEOUS `3`A CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATIQ = LOCATION INFORMATION Permit Number: 19287 Address: 2078 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH #3 Est. Value: Parcel Number: Improv. Cost: OWNEKINFORMATION Date Issued: 12/03/1999 Name: SHEPHERD Total Fees: 33.00 Address: 1335 BEACH AVE. Amount Paid: 33.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/03/1999 Phone: (904)744-6604 Work Desc: INSTALL CENTRAL HEAT AND AIR AIR SYSTEMS PERMIT 33.00 I - 1. . ... A.w.>.w.+.^..".,,,..,.,.—...w�.+.a�.,e .fi . .. I �'- �'.;a»..t r.. »... i✓.e»++55.....0 .. -' ..,�. ./�'4> .'.:� ,,. ROUGH ELECTRIC FINAL ELECTRIC 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 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C $33.00 14 Date: 12/03/99 01 Receipt: 0015744 ATL A TIC BEACH UILDING DEPT. CHECKS 10098 00100003221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AlLAN11C BRACH, FLORIDA SAR33 APPLICATION FOR MECHANICAL PERMITQALL•iN NUMEER IMPORTANT -- Applicant I•o complete al; items in sections I, 11, 111, and IV. LOCATION +treat Address-- \L./ 64 Cd_ oq✓Git. OF IntrtNeiing Slreels: 8etwean CNV '-C a � 7 BUILDING Sub•divislan 11. IDENTIFICATION --- To be completed by all applicanis , In conilderation of permit 01in (or doing the worl, as described in the obc"a s#e!tmeM ,-a hereby tree #o pM.lorm sell .tusk in ee<Vdance With the atletlyd pians end sp*Cificattons whish are o per# hrecf end in accorder,00 ,A';!" the C!ty of JarkonviPa ordinance) and Nlmdords of good pracllca II#fed therein. Nara at Mechanical Contraclors Contractor IPrint) r r i nk T nA , T N 171Masht Name of Per Oweer S14Epq«� CAC057553� J N' F .�MEADE Signature of O>rner Slgralur/ of or Authe►tsad Agent Architect or Engineer III. GWRRAL INFORMATION A. Ira of heafinq fuel: IS OTHER CONSTAUCT10N DZIN6 DONE ON E�eetriC THIS 6UILOINO OR SITE 1 Q Rae Q I,r [] Natural ❑ Central Utility Q Oil Ir yes, Diva: HuMNER Or CONSTRUCTION PERMIT (Q father -- Spsclfy ,.-. IV. MrCHANiCAL 6OU1PMINT TO SE INSTILOO N�TVRE OF WORK .~H� IF 09114*Complete list of components on bock of his form) 'N Residential rn I-) Cvmm9rClal Hest (3 $Pico 0 Reoast+d COMM Q F1oer ex Now 8ulIding Nr Cendrtfaningl Q Room Central 0 Existing Building Dwell Systoml Matotr'al .1' 11,1eynecls _•._,_,� 0 RopleCriment of existing system Makilnum wpasity aF,ro, Now Ins1a1191100 INC system previously Installed) Q Refrigeration !Cl Extension or add-on to sxieting syslem Q Coelfn,I tower. Capacity r >y P C'? Other Specify Cl Ilse-sprinklers: Number of head „�_,r ..r ,..._____._.•„- - Q Bevator Q Manllit Q Esulata 93 .�sael(na THIS St►ACE Pott OPFtCE 0311 C?NEY pumPe_..� (number) (Rome; a. T64 (number) • Remark; Q Ue6 conteirrert.. Q Unfired Prasuts lesw (3 %hare Pormll Ap"vod by (� Other '"- SPee'fy - •— h mit f'es—....._........ LIST•ALL EQUIPMENT AIA CONDITIONING AND REFRIGI&RA 11`10N i!QVI'MENT Number VAlta A�oripuOu model Number I[a�nuutacWrer ( jY Apvrovbg le-1 MCC_ e, HEATING FiJ MEUsr BOILERS, FIRLPLACESgpa�ol Xuanber Volta IHw dpuoa` ]40001 Number bt'artuitlewmr �(lby-) 1 11 l w , •/—� A CITY OF r�tfaort� t�eac( - '�Gvcida 800 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904) 247-5805 �- SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADZDRE Please call me at 904-247-5826 if you have any questions. IY, - ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH �Lo� D eo DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826-Fax: 24 -58j,7 c� ELECTRICAL PERMIT (� jJ PERMIT INFORMATION " Permit Number: 19283 Ad ess:LOCBE AVENUE Permit Type: ELECTRICAL ATLANTI EACH, FL 32233 Class of Work: NEW T wnship: Range: Book: Proposed Use: SINGLE FAMILY Lo s :69 Block: Section: 3 Square Feet: Subdivision: NO. ATLANTIC BCH Est. Value: 225,800.00 Parcel Number: Improv. Cost: :.OWINix Date Issued: 12/02/1999 Name: SHEPHERD Total Fees: 50.00 Address: 2GZ8)BEACKXMNW 1335 BEACH AVE Amount Paid: 50.00 ATLANTIC BEACH Date Paid: 12/02/1999 1 Phone: (904)389-9589 Work Desc: CS4/0 200AMPS 1 PH 3W 240V SEURW ALUM - NEW SERVICE ALLSTATE ELECTRICAL CONTR. INC PERMIT 50.00 I ROUGH ELECTRIC 1 FINAL ELECTRIC 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. r Date: 12/03/99 01 Receipt: 08115578 ATLANTIC BEACBUILDING DEPT. CHECKS 1502 00100003221000 12/06199 12:22 FAX 2963471 ALLSTATE ELECT I01 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 5t�tS 800 Semino Road-AUantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PTE RMIT INFORIYI OIC : ' - .r F . 771 Permit Number: 19283 Address: 2028 BEACH AVENUE _ _ Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMI Y Lot(s):69A Block: Section:3 Square Feet: Subdivision: NO. ATLANTIC BCH Est Value: 225,80000 Parcel Number Improv. Cost: R ,. _ ,.....-._ *�. Date Issued: 12/021199 Name: LEE, WALLY& SHEILA Total Fees: 50.00 Address: 2028 BEACH AVENUE Amount Paid: 50.00 ATLANTIC BEACH Date Paid: 12/0211 Phone: (904)389-8589 Work Desc: CS4/0 200AM S 1 PH 3W 240V SEURW ALUM-NEW SERVICE _C1GA N CONTRA4 �ALLSTATE ELECTRICAL CONIR. IbIC PERMIT 5p Qp- ROUGH ELECTRIC FINAL ELECTRIC -- NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATEMAL,-RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HA LED 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 APPRC VED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PAID DEC 2 +099 ATLACIA BUILDIN DEPT. caf Atlantic ��I'• I DEC-6-1999 MON 11:32AM ID:247-5845 PAGE: 1 aOOr �3lq,�i�"u s� of E,crsTrN ! c 'AE 1 `2 oN � R I g00 �v L 5 f 3/q x I 6A��, 00 1, TT, i OF tiC.J I o -- u PA0.1 f � � � I -7 a t i l CL ccCh a w R o ! t, ddd y c 0 p o R N 14 O n y d 05 G O y �, ro ij bLii b P3 to' G R ;0z, ::r N ^+1 O ao b O C rn O fir M, j m t� w o G ! > A+�q ►�' AOi rt a �7 Ki fi f3 F-� t:oo �. `ribW 0 S' aM o } .- A 4 0 00 :31 00 A. L W ;3 ! W a f iimwo w, t 9 '-amu u 7► A 1 O PIZy 0000 � fD C� O N CN l.n D QQ vv\ v J > o y O b t � N 0 k ro 1 x �k k n ti v N CO m N 0 n W Ab � m N l J�A �. a H D n rn o, rn N ' rY CITY OF ATLANTIC BEACH + 800 SE UNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033540 Date 7/20/06 Property Address . . . . . . 2077 BEACH AVE Tenant nbr, name . . . . INSTALL TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SHEPHERD, ROBIN BILL THOMPSON ELECTRIC CO, INC 2077 BEACH AVENUE P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH v ELECTRICAL PERMIT APPLICATION — - -- - _ Date: Oh Property Address: ev 77 i Owner: 0 lel S� �j P Telephone #: BILL OMPSON ELECTRIC Contractor, — Telephone #: 2 S��/ Contractor Address: P. U. BOX 330150 ATLANTIG BEACH, FL=Ji-33 Fax In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence Temp. AC New being done on this building ❑ Old ❑ Commercial ❑ Signs C3Increase Or site,list the building Permit number: Re-wire ❑ Addition Sq. It. ❑ Repair Conductor Siz AMPS: 90 COPPER El ALUNIINUM Switch or / 77 ZRACE Breaker AMPS PH / W 7 VOLT WAY l f Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO :i1L1: NO SIZE i i Lighting Outlets --- CONCEALED 1OPEN Receptacles CONCEALED j OPEN – '11 100 AMPS i Switches i i Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING_ H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT i Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVE1t600V Transformers NO. KVA T p. KVA No.Neon_Transf --- - Ea. Sin / MiscellaneousGAJ -�G 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904) 247-5845 . ltttp://www.ci.atiantic-beach. s �t CITY OF ATLANTIC BEACH 800 SE IINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034141 Date 10/24/06 Property Address . . . . . . 2077 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER NEW SERVIVE 300 AMPS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHEPARD BILL THOMPSON ELECTRIC CO, INC 2077 BEACH AVENUE 49 WEST 7TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/22/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT;IS,APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City ofAtandeBeach Pmnitlnfomuidon To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# 66 - 34141 Date: Service Address: as 7 7 /J iX d 14116 Owner: Owner Phone: Electrician: '!1 Electrician Phone: 02 9 arl. o f Type of Work: New Service [ J� M-Home Subfeed [_] Increase Service [] Heat& AC LJ Repair Service [_] Other [� Rewire [I Other Description: Temp Pole U Service Type: WOverhead (Repair/Replace) LlUnderground(New Services) Building Use: f k]Residential „]Church "Environmental (_]M-Home U Commercial "Other Other Use Description: Service Size: New Service: Amps: 316 Volts: .241) Phase: / Existing Service:Amps: Volts: Phase: E-mail:cravli jea.com or schwcixtajea.coiii or resoinCiea.com rd-21y TO W11 6 � 3 29 1 - CITY OF ATLANTI BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 ,moi J;31>r Application Number . . . . . 06-00032917 Date 5/03/06 Property Address . . . . . . 2077 BEACH AVE Tenant nbr, name . . . . . . REWIRE HOUSE 300AMP Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - -- - ---- - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -- - -- --- - - SHEPARD, ROBIN BILL THOMPSON ELECTRIC CO, INC P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 - ---- - - - - ------ - - -- - - - - - - -- --- - - - - - - - - - - - - - - - - -- - - - - - --- - - -- - ------------ --- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - - -- -- -- --- - - - - - - - - --- - - - - - - - - - - - - - - - -- - - - --- - - ---------- Permit �Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 � �4 t �J PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUNM&bPFICIAL Bill Thompson Electric Co. P.O. Box 330150 Atlantic Beach, FI 32233-0150 (904) 249-5601 October 23, 2006 To: City of Atlantic Beach Building Department Re: Early power request letter of responsibility Job: Shepard 2077 Beach Ave. Permit #06-32917 We request that temporary electric power be cut on for testing and air conditioning to facilitate flooring needs.We understand that Bill Thompson Electric will be responsible for the job site until the final inspection is made. X �47 W R Thompson President HP Offlcejet 7410 Log for F3ersonal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 24 2006 2:37PM Last Transaction Date Time Type Identification Duration Pages Result Oct 24 2:35PM Fax Sent 96654470 1:30 4 OK 'bT CITY OF ATLANTIC BEACH Y ELECTRICAL PERMIT APPLICATION Date: Property Address: 0�0 -] -7 14V� Owner: �>•*` a c Telephone#• ' Contractor: // �, Telephone#: /y► Contractor Address: Fax#: Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. But ing: Build' Type: ❑ Trailer Service: If other construction is Y New Residence ❑ Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch orRACE Breaker AMPS PH W VOLT a WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches A 30 A WERS, 11 100 AMPS Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 0 W f4 604- --MCO V l C 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• htta://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032917 Date 5/03/06 Property Address . . . . . . 2077 BEACH AVE Tenant nbr, name . . . . . . REWIRE HOUSE 300AMP Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SHEPARD, ROBIN BILL THOMPSON ELECTRIC CO, INC P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 --------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - --------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WTM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 40; BU �s CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION ;u Z. -- ---- - — Date: Property Address: © -7 7 lje_ac� J� i , Owner• O�i h S h e pacd Telephone #: i Contractor: EieCtrie Cu. — Telephone #: Z �S(o� rove Contractor Address: Atis§&8"9 n 32233 Fax#: 2 7 0 -4 5 qZ) In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is W New e�J Residence ❑ Temp. A New being done on this building ❑ Old ElCommercial ❑ Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: 300 COPPER ALUMINUM Switch or - Breaker AMPS PEI _ W Gf' VOL T© WAY 3 f f' Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE I NO >121 NO SIZE I Lighting Outlets --- - -- _- CONCEALED i OPEN Receptacles CONCEALED i OPEN IQ AMPS ----- -----T z Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT i Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V 0VER600V i -- Transformers NO. KVA _ NO. KVA No.Neon_Transf. —a._Sign Si Miscellaneous (y-!,'CT J 800 Seminole Road . Atlantic Bouch, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 . littp://www.ci.atlantic-beac .11 1 i ��ISTIN�, Q,OOF A ac) �CZ)-13/4K 11. LVern WAIc �+ 3 _0 JS 16G{ W^►LS 6 0► G 2x @LocK►Nc, -g- ----BEA DETAIL I `` ' its 1 :O„ 1 s 10 wa 3 I T _rt � I � It I s I � a r 2 l vii M J1 a v Q 3 � I I FOUAJOA TIOAJ I I ' I SH EPHEP,o / NOPE 2E SI OEN<< CITY OF ATLANTIC BEACH 800 SEAMOLE ROAD ATLANTIC BEACH,n 32233 ,t INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032509 Date 3/14/06 Property Address . . . . . . 2077 BEACH AVE Tenant nbr, name . . . . . . 1 AHU 1 HP Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SHEPHARD DONOVAN HEATING & AIR 2077 BEACH AVENUE 315 SIXTH AVENUE SOUTH ATLANTIC BEACI1 FL 32233 JAX BEACH FL 32250 (904) 241-3785 ----------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL F$. g CITY OF ATLANTIC, x , MECHANICAL PERMIT ADPL" CAxiON - Date: Property Add ss: 7 / Owner: Telephone#: (� Contractor: Telephone#: — ;�.� Contractor Address: - Fax#: ,� Contractor Signature: ' In eoasidentiQn`of perp it given for doing a the above statemeat.we hereby agree to perform said._ in accordance with the attach d plana and specifications which are a part hereof and in accordance with tie City of Atlantic Beach ordinanw Rad x4ndards of SM—dice listed therein Type of]EIeatin If other construction is being done w this building or site list the building permit number: ? Gas: ` _LP Natural Central Utility- 0 Oil t O Other—Specify ' MECHANICAL EQUIPMENT TO BE INSTALLED• F WORK 0 Heat _Space _ Central 0 Residential 3 0 Air Conditioning: Room a 0 'Duct system: Matoiial Thickness 0 Commercial Maximum capacity cbm 0 Refrigeration O New Building 0 Cooling Tower.Capacity ttnm 0 0 Fire Sprinklers:Number of Heads t Q. $levator. _ Manliit Escalator (N O Replacement of Existing System 0 --Gasoline Pumps y' 0. Tanks (Ninstal umber) ew (No system prtiyiousiy iosWlod) ' o . LPG Containers (Numb) , O Unfired Pressure Vessel 0 Extension or Add-on to Existing Syatetn a 'Boilers y 0" Gas Piping D Other-Specify G1. :other—Specify LIST ALL EQUIPMENT AOL CONDMONING,REFRIGERATION EQUU%UNI&CONDENSOR'SS u Ton's I►geacy Number Units Desc lWon Z Tr�J 24y .(-. WAMNG—FURNACES.BOLT.ERS,FIR pl ACES a AOL HANDLFR's 'BTU's Apxoviog Agcoq Number Units Desctiptioeh Model 0 Manufacturer <t s TANKS tY Type Liquid Sahel Approvuhg How do Dimensions Contained Manufactures No. ency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 j Phone:(904)247•5800 9 Fax: (904)247-5845• httD://www.ci.atlantic-beach.fl.us Revised VO4 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT —PE-RM T INFORMATION LOCATION INFORMATION "Airmif—Nurmb-e—r, 24489 Ad—dr—ess. 2-67-8 --BEACH AV— UEN--�-j i Permit Type: ELECTRICAL E ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Square Feet: Lot(s)-, Block: Section. Est. Value: Subdivision: NORTH ATLANTIC BEACH #3 Improv. Cost: Parcel Number: Date Issued: 7118/2002 ---QWNER INFORMATION kim--e. SR—EPH Total Fees: 25.00 Amount Paid: FAddress: 2078 BEACH AVENUE 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/18/2002 Work Desc: P CHANGE 40,151wo� L-Ii- " 1 --li D -STI SV CONTRACTOR( 40 I BILL THOMPSON ELECTRI "ION FEES 25.00 4"- P 81,41 tt 7. N NOTICE IN E.CTION REQUESTED AT LEAST 24 HOURS: JOR TO I PECTION BUILDING MATERIAL" $K,AN , 'BRIS FROM THI, W 8 -, ORK-1,4LUfST NOT CED IN MUST BE CLEARED 6P "HAULER A- T BLIC SPACE, AND y,,,e,ITHER,C0NTRA ER FAILURE TO COMPLY. C LT IN THE PROPERTY OWNER PAYIN ISSUED ACCORDING TO APPROVED PLAA I ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS 0 Am 0C kww: I ATLANTIC BEACH BU(L,DI 71110M ft §bo* -�6-D6�EP PORTS-NMWM I CK =W 3136 X15.10 &#A. 7118/0 Tilt: 16:55:17 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT JO THE CHIEF ELECTRICAL INSPECTOR: DATE: '� 2002, 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. ELECTRICAL FIRM: MASTER ELECT CIA GNATURE: Bill Thompson Electric Co., Inc. 49 W. 7th Street Atlantic Beach, FL OWNERS NAME:-sl Yeo (-A ADDRESS:ZD�� RFD BOX BLDG. SIZE BETWEEN: — RESr�>� APT.( ) COMM.( ) PUBLIC( } INDUS.( ) NEW( ) OLI]¢ REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) —_SQ. FT. SERVICE: NEW( ) INCREASE( REPAIRQ� CONDUCTOR SIZE a-2 AMPS: '„&rbpCOppER( FEE SWITCH OR BREAKER 7�62 AMPS pH W2 EWAY / EXIST. SERV. SIZE C' AMPS PH W OLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES 0.30AMPS 3 1.100 AMPS INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS r / « c TRANSFORMERS: UNDER 600V OVER 600 NO. KVA NO. KVA T40-NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN / updated 5/20/2002 kit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 J FAX:(904)247-5805 SUNCOM 852-5800 t v t- http://ci.atlantic-beach.ft.us Dep_ -- _meyla ry 77ate-,___� _�.-��..-_----va�--------------------- . kt7tt6, 3 -1 2- ----------------------------------------------------- .,P� \j i t 0-0i n,�n C3 " tib CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 02-06025049 Date 10/22/02 Property Address . . . . . . 2078 BE CH A Application description . . . ELECTRIC ONLY C Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor BILL THOMPSON ELECTRIC CO, INC P.O. BOX 330150 ATLANTIC BEACH FL 32233 (904) 249-5601 -------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc CHANGE TO UNDERGROUND SERVICE Permit Fee . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 x 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. - Q), ( - q,)\,, BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 0 \ 2000 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. ELECTRICAL FIRM: 91LL THOMPSON ELECTRIC CO., INC. MASTER ELECTRICIAN IGNATURE: P. 0. BOX 330150 32 ATLANTIC BEACH,FL 3223.3•.Q150 OWNERS NAME: r� ADDRESS: BLDG. SIZE BETWEEN: _ RES. , APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.C>4- ADDITION(4 TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: N W( ) INCREASE( ) REPAIRB/Ilj•Ci CONDUCTOR SIZE AMPS: CI COPPER( ) ALUMR�T ) ---FEESI SWITCH OR BREAKER �L9 AMPS PHf); RAC WAY EXIST. SERV. SIZE Z-00 AMPS PH T RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL I RECEPTACLES CONCEALED OPEN TOTAL 0.3 AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER � APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT i 0-1 OVER MOTORS H.P.H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS _ UNDER 600V OVER 6000 ._.:..__ TRANSFORMERS: NO. ;KMVA NO. lKVA --KO-NEON TRANSF. NO VA MA MOTOR SIZE SWITCH I FLASHERS EACH SIGN Updated 5/20/2002 Bill Thompson Electric Co. AT BOX 330150 ATLANTIC BEACH FLORIDA 32233-0150 TELEPHONE 249-5601 November 6, 2002 DON FORD 7BY:== TVFD City of Atlantic Beach 800 Seminole Road 8 2002 Atlantic Beach, FL 32233 RE: PERMIT CANCELLATION & REFUND Dear Don: As per our conversation, I have realized that we pulled a duplicate permit foxy 2078 Beach Avenue. At this time we would like to cancel our permit02- and request a refund for it . We will be keeping25049 r that was issued on 7/18/02 #24469 . Permit Thank you for your help and cooperation in this matter. si yrely, K-( Toni Lee Office Manager It ( 2,41J-2- jam, -lt+ - 0Z,250 A .` J r. CITY OF ATLANTIC BEACH �k l 800 SEMINOLE ROAD � ATLANTIC BEACH, FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024983 Date 10/10/02 Property Address . . . . . . 2078 BEACH AVE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- ----- --- - ------------ - --------------- ----- - -- SHEPHERD, ROBIN DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------- ----------- --------------- --- ------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . REPLACE CONDENSER & A.HANDLER Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/10/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f B DING OFFICIAL 711, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Strut Addruu � ��w10 OF latersee}iaq Street$: Between Q/I/I' ( Val WILDING And q �� 's Stih.dirltkn 11. IDENTIFICATION—To be completed by all applicants. In ceeddaaHoo of permit giwn fw doing the work as described In the above statement we hereby agree to perform mid work In aawdens» with the attached plena end speciRcdiom which are a part honest and in accordance with the City of Jeckwnville ordinances end land race of good.p!facho liple therein. Name of McPhrl fI Coo "for(hGfl Cenfru}en / Name of 4 1 Master /�L („©3'3 hoperfy Owner 1 l Sigma tYn d Oweer or AYlhabad Aqe"f signature of • Arahilaa/er Englaeer ' 111. QMSIAL INFORMA71 A. Type of hosting ftial: B. IX dethk 15 OTHER CONSTRUCTION MING DONE ON I' THIS BUILDING OR SITE? ❑ itis—13. V ❑ Natural ❑ Central utility ❑ OE IF VES. GIVE NUMBER OF CONSTRUCTION ❑ OMot—sped(y PERMIT IV.MECHANICAL EQUIFM&fT TO EE INSTAUJO I mWale aetaplsts list of sem NATURE OF WORK po"oafi an beck of thG tarn( '/�\'� Residential or ❑ Commercial Nest ❑ Speer ❑ Renaud Cultol p Neer p'New 6ulidlnG Alf Ceaddiealag: ❑ Rwm Ceetral . � �� ❑ Existing Building M �ttef syefem: elerte TMek_1iL_ �❑,/Replacement of existing syetem f"aal'"w^uMdh Q 'fm, }yQ Now Installation(No syetsm Previously In i11sW) C3EdrhfeteNoo '❑\Extension or add-on to oxlstln0 system 13 Coolheg fewer:Cepadfy g ❑ other—Specify ❑ Rn sprtaklae: Number of hood. .1.3 I'leveter ❑ MooRR ❑ 13celaler (_ms) ❑ 4eaeEae ptim.r (aemba) THIS SPACE)'OE R O+ICE) USE ONLY Q,•Tooker ("timber) ❑ LPG 000Mi..re Esnmrke (number) O unfired Aroma's waw ❑ Falters Pon"1 APP ro..all by Dsk ❑ Olhw—•spsdk. permit hl_� LI8T ALL SQUIPMBNT Alta COMMONING AND REFRIGERATION EQUIPHENP Capes ApP Mmbe li I)esorlptloo Moat' r 1Eanufaab~ (KbnaIt "Ewes IIIIAIWG•FURNACES,ROILER.y,FIXM ACES Meta►oY Vatter pups 2CO"M amber Maautaetuter (� tY �L TANICE now Mao, dTPS menta Name oes"zmumii=kn Saw !Apn=g atalao:t ][ 8No. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 i PERMIT INFORMATION LOCATION INFORMATION {Permit Number: 24343 Address: 2078 BEACH AVENUE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet:et. Subdivision: NORTH ATLANTIC BEACH#3 Est. Value: . Parcel Number: _ Improv. Cost: 194,892.00 OWNER INFORMATION Date Issued: 6/26/2002. Name: SHEPHARD, ROBIN Total Fees; 1,598.30. Address: 2078 BEACH AVENUE Amount Paid: 11598.30 ATLANTIC BEACH, FLORIDA:32233 Date'Paid: 6/26/2002 Phone_; 904 744-6604 _ �___)-__ 7I Work De_sc: CONSTRUCT NE�IU HOME ABOVE GARAGE- SCHG 4059 _ CONTf2ACTOR APPLICATION FEES PROPERTY OWNER 1,133.00 iv 410.00 s .e 35. .00 18.27 r ' 2.03 74, A� Z ' x .v �' +„ �'��r ..*. ;z".y+ii�w4...""""i a '"^v:x s .^✓"«^r ra q:� <Y .n n d. ga. s a r axt._ora:.t Y y 7 - ^•.`� ar'a "'b� +" Shr^`s {'{ �� J�a� n,� .,�.. yup, a T sv '+� .,p3 1 �°. � ,� < • Sn , •,� � - 3' F� .; yrys � +rY a _ ��s,�'S� '"wrse��W;�'X s,� 7 f�S.a�.+3` 21, nz - $`i'S � 4'Via}{-t��Y�+:,.ttx.°4 d'� .i `!."�''"'.�e.�,4 a�a-,��i t.,,�a 't" f -.s''*� ''��,lF.� ✓.r,F.r^� u�.:{ '� y v iw - � v `Q NOTI � '♦T BUILDING MATE �� '��.� 3�:��,..,,k ,,-�� "7,,� � " r `•`,�,� �R,, `,. i MUST BE CLEAR � � � '� ��y i FACE,AND Y m"T "V.�'CM3. a.`4" vIR {� jib A TO CO , < r f a } Nk 1F .„F ILL RE- 5 'i �` ;=•t ,� d a f PRQPERTY"OWNEF � � `.� ` ' f.roti`- ilr �u,� k .._.. -...-,. � ....... ISSUED ACCORDING TOAJECT TO REVOCATION FOR:VIOLATION OF APP ICA z ' ` � `" " J h 5j? �.AKaS� �Y •Sy.. . 4 E r:. CHERTLE T OC. Drivel: 1 SAC : p7I/02/0201 �iS1133.08ptno:A TIC BUIL ING DEPT. BllILD 08100003?21808 2078 BEACH Cg 5537 81598.30 'y)"M Time: 8:03:28 � MIA. 01UR15 -- Book_ 10558 Page 739 PHONE NOTICE OF COMMENCEMENT ��11 [[/I (PREPARE IN DUPLICATE) Permit No. 01 Tax Folio No. State of _f� Countyof Q U..V A l.. To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: Pr o 1,6-S 1 4 tq '7 �'fi 19 A4 F7 IV o r� IAt t41V 1'C- 0154('. O A/i t- 31 Address of property being improved: a O 7 d C i1 11 Y�r�V1w fi�c G3C—ri , C"! General description of improvements: _ _ V Owner Address ao 1 e e, vE f `c IS 1= 1 3 a9 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor 0 13 R ,r1 Address a.01 7 f�- L-h • t`[t/ Phone No. �t,14�0- g ( Fax No. Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name �J Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address a , Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): I� �-J Jeffrey K. Hulsberg,P.E. FL 2955 Hartley Rd., Suite 202 Jacksonville,Florida 32257 (904) 886-2401 FAX (904)260-4367 November 4, 2002 Mr. Don Ford _ City of Atlantic Beach Building Dept. RRC 01 V ED 800 Seminole Road NO 0 4 2002 Atlantic Beach, Florida 32233 BY: PROJECT: Shepherd residence 2078 Beach Ave. Permit No. 24343 To Whom It May Concern: On the subject residence the exterior wood frame walls on the second and third floors can be construction with 2x4 No. 2 SPF at 16"o.c. If you have any questions please contact me. Jeffrey K,fliilsberg, P.E. f .. v s CITY OF ATLANTIC BEACH �� DEPARTMENT OF BUILDING 8U0-5E£g�ss qq1 OAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 [6;4 :a4?fl PER I #N ,,:. til /AtTfO Oltr'.`T ON` R TION Permit Number: 19382 Address: 2078 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH #3 Est. Value: Parcel Number. Improv. Cost: QWN-frjifORAAATtON.- Date Issued: 12/23/1999 Name: SHEPHERD *aTotal Fees: 885.00 Address: 1 0207-2 Amount Paid: 885.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/23/1999 Phone: 904 Work Desc: INSTALL 3/4"WATER SERVICE FOR GARAGE H. PRICE & SONS, INC. pWATER METER/TAP 525.00- qCAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 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" ISSICCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO TION OF APPLICABLE PROVISIONS OF LAW. W N W fti. u] L.• I� I T � I n N � M W $525.00 80 AT IC BEACH UILDING DEPT. Date: 12/23/99 01 Receipt: 00218334 a� H CKS 4591 40000003433300 Harris, Patricia From: Matthews, Carlene Sent: Wednesday, July 03, 2002 1:16 PM To: Harris, Patricia Cc: Matthews, Carlene Subject: 2078 Beach Ave Pat, Have permit 24343 come through indicating construct new home above garage. The Water impact fee is in the amount of$410.00. Does this include a water meter? What about Sewer? Assume this is apartment over the garage? Let me know please, Thanks. Carlene 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247_5826_FAX: 247-5877 Permit Nu> PERIIIII'I•INF 'RpN :-, ; .. , mbar: 19444 Address:L2 8� FC N :.•; Permit Type: UTILITIES Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: Square Feet: Lot(s): Block: Section: Est. Value: Subdivision: NORTH ATLANTIC BEACH#3 Improv. Cost: Parcel Number: Date Issued: 1/12/2000 O111N�i1 dR `IE#1�1 Total Fees: 1,250 00 Name: SHEPHERD Amount Paid: 1,250.00 Address: 135 RE=H VE, ),D-7'7 Date Paid: 1/12/2000 ATLANTIC BEACH, FLORIDA 32233 Phone: - Work Desc: CONNECT TO CITY SEWER 7. CtT , NELSON PLUMBING CO. INC. r 1�1` J SEWER IMPACT FEE 1,250.00 SEWERNVATERrR ted ,4 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. $1250.00 53 C IJI Date: 2/2411N 01 Receipt: 0031163 CHECKS 4630 ATLANTIC BEACH UILDI EPT. 41608803435200 CITY OF ATLANTIC BEACH ��£g��sg -OEPARTMENT OF BUILDING 8W5Wq§j 0AD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 i6S4 a e _ s.:PER ffN IIAAON - Oh'. -QN A14TON Permit Number: 19382 Address: 2078 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH#3 Est.Value: Parcel Number- Improv. Cost: Date Issued: 12/23/1999 Name: SHEPHERD Total Fees: 885.00 Address: Amount Paid: 885.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/23/1999 Phone: 9044x6684 Work Desc: INSTALL 3/4"WATER SERVICE FOR GARAGE H. PRICE &SONS, INC. WATER METER/TAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 ". 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" ISSCCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO TION OF APPLICABLE PROVISIONS OF LAW. m � w m m •0 m 10ra M W $525.88 80 AT EAC IC BH UILDING DEPT. Date: 12/.3/99 81 Receipt: 30218344591 aCHECKS `'"-" 4 8080343338 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 P.ERMLT NFORMATIf)1 .., .LOCXTI[Offi 1'h11=C?RNCta IOL Permit Number: 18853 Address: 2078 BEACH AVENUE Permit Type: GARAGE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILYLot(s):5j9At&LAB Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH #3 Est. Value: Parcel Number: PB 15, Pae 93 Improv. Cost: 50,000.00 OWNERINFORALXT:IOM ' Date Issued: 9/21/1999 Name: SHEPHERD Total Fees: 550.00 Address: E-90-7? Amount Paid: 550.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/21/1999 j Phone: ( - 4 ----*- Work Desc: CONSTRUCT GARAGE PER PLANS CONT1tO'Ir S a, w APPtCATtQN-FEES H. PRICE & SONS, INC. PERMIT 390.00 WATER IMPACT FEE 160.00 i i I i I ptions=Requeed 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 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 FOF&IMATION OF APPLICABLE PROVISIONS OF LAW. a�IP .. m W Ml Date: 9/22/99 61 Receipt: 6689499 ATLAN,JR BEACH BUILDIN EPT. CHECKS ?%% 66166663221696 443r Harris, Patricia From: Ford, Don Sent: Tuesday, June 25, 2002 6:32 AM To: Harris, Patricia Subject: 2078 Beach Ave. Pat, Please pull the file for 2078 Beach Ave. There is a garage at this address that has the plumbing roughed in for a future second and third floor addition. I need to know if the sewer or water impact fees have been paid. Thanks, Don CITY OF ATLANTIC BEACH PERMIT CALCULATI N SHEET Address E 04 td tiES F OAJ 000 F 4,WC Date 6-7V-0 `O --- Heated Square Footage ® @ $-Z2- 00 per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ ?el 32— Total Valuation 1st $ o a Qb $ Remain'irtg Value per thousand S3 . or portion thereof TOTAL BUILDING FEE $ J + 1/2 Filing Fee $ 3 ( ) Fireplaces @ $15 . 00 $_ BUILDING PERMIT FEE $ _ - /7.33 WATER IMPACT FEE $ L/�O SEWER IMPACT FEE $ O- WATER METER/TAP $ - - CAPITAL IMPROVEMENT $ -- (�- SEWER TAP $ ._ ( ) RADON (HRS) . 0050 $ Q - SECTION H PAVING ( ) $ (�- HYDRAULIC SHARES $ p - CROSS CONNECTION $_ ,d qO5-?) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ r 57 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24572 Address: 2078 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH #3 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8101/2002 Name: SHEPHARD, ROBIN Total Fees: 25.00 Address: 2078 BEACH AVENUE Amount Paid: 25.DO ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/01/2002 Phone: (904)744-6604 Work Desc TEMPORARY POLE, 50AMPS, SGL PH,3-:r, 240 VOLT ALUM. CONTRACTORSPPLICATION FEES BILL THOMPSUN ELECTRIC CO, 25.00 44*7 711 . _ �' ,L�FF� �.. •ny.. CSS! .«n�r,,.�,�;, � � fi '�r��s' ,t� �'� •u r"�" "s. ' �" ��$,p 4 WII.:'.��M�� 5^`�e ^'rt ww.iw+ }� �k�L �✓�r`.�`y,� ,��^�� t F�� IN - " ,�. f Y. �°+5'C �w"rk'�i K ice,z�•,*J,r�s '. :fi ¢ � ��` w z ""�'.d�z '�I -' 4" r"'.}"' . �g,�';,i .�' Si:: a � �� {4�"v ✓,.hy'.h,�f,�,4r''#nm' ' JiS.ir,�� '� �� 6 4�'3..'...��M��c�t'Y,�ryyk � - 4X�":.1'r:. 4� - � 9 ,f r Ffi � TION BUILDING M T RIA MUST BE CLEARED' ,.. , a �y:+ ) SPACE, AND .. - "FAILURE TO COIUII* E � PROPERTYOWNER P � � HE . �Ap ISSUED ACCORDING TO APPR `" + FOR VIOLATION OF APPLICABLE �' ', �~ ,` UBJECT.TO REVOCATION TIP: 0C hvAmr: ARrti C� 14, 1I1Nt. . ATLANTIC BEACA BUIL EPT. 20%IHCa ltYE lr�S.N a mala 33 CITY OF ATLANTIC BEACH, FLORIDA 4 APPLICATION FOR ELECTRICAL PERMIT JO THE CHIEF ELECTRICAL INSPECTOR: DATE: o.� 20 d�J 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. ELECTRICAL FIRM: MASTER ELECTRICIAN IGNATURE: Bill Thompson Electric Co., Inc. 49 W. 7th Street Atlantic Beach, FL OWNERS NAME: ejurd ADDRESS:Z(© �QQ�`I �P� �(Q BOX BLDG. SIZE BETWEEN: RES.( ) APT.( ) COMM.( ) PUBLIC( } INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMI�,5__SIGNS( ) SQ. FT. SERVICE: NEW( ) INCREASE( ) REPAIR( ) CONDUCTOR SI7E $ AMPS: COPPER( ) ALUM.(jc) FEES SWITCH OR BREAKER AMPSPH W `MOLT 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 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS I OVER -- APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. Kew`-HE:�"l CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER ----- MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS ti JA- UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. KVA NO-NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 BUILDING, PLANNING AND ZONING L,VSPECTI()Iv DEP.-LRTVE.VT CITY OFATL 4.,VTIC BEACH, FLGRID. CERTIFICATE OF OCCL'P.A1vCY WORA-SHEET �u_=s s UGC .3 i a regi, EEF---RE ISSUING CERT7F,C ITEOF OCCUPANCY t r--'c f=O(LOMNG rWUST EF CCMPLETC Wcrks (D Ze, �L=_G�n� 3 -OL C RESIDENTIAL_ZHE(_KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FBC 104 .2 . 1) PLANS EXAMINER: .� 1`V d—,o DATE: [B `Z c) �-- OWNER: (Z 06t t�A a4z&to PERMIT NUMBER: CONTRACTOR: 4 up��jam-- PHONE NUMBER: ( CIRCLE ) I. Survey: 1. I8 a specific purpose survey submitted? Yes � N/A 2. Is correct Flood Zone shown? Yea 70 N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes No N/A ✓ 4. On lots in multiple flood zones, are flood zone lines indicated? Yes No N/A ✓ 5. Is property in a flood way? Yes No N/A 6. Is flood way line shown? Yes No N/A ✓ II. Site Plan: [FBC 104.2.41 - / 1. Is Site Plan submitted? Yee 7-0 N/A Z. To North arrow shown? YesN/A 3. Is lot width and length shown? Yes N/A 4. Is structure shown on site plan with all setback dimensions? Yes tp N/A 5. Does structure layout match the floor plan? Yes 1�15o N/A 6. Are drainage/storm water run-off requirements noted? Yes ' No N/A ✓ 7. Are all easements shown? Yes%,,9 N/A 8. • Is proposed driveway shown? Yea vNO N/A 9. Is landscape and irrigation layout shown? Yes No N/A 10. Is septic tank and drain field location shown? Yes No N/A 11. Is L.P. gas tank 4 size shown? Yes No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? yes �Ny N/A A. Are structural calculations submitted? Yea o N/A Z. Is correct wind speed shown? [FBC Figure 1606) Yes N/A 3. Is exposure category shown? [FBC 1606.1.81 Yes VRo N/A 4 . Is Importance Factor shown per FBC Table 16067 Yes 0 N/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yes✓No N/A 6. Does structure meet requirements of FBC Table 500 for number of / stories and allowable area? Yes✓No N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 / for structural elements? Yes V< N/A B. Are plane designed per SSTD 10-997 Yes No N/A'l"_ A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in High'wind Areas"? Yes VNO N/A A. Are all appropriate charts and tables shown? Yes No N/A ✓�/ B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 10. Are plans designed per "wpPC Guide to Wood Construction in High Wind Areas"? Yes V�o N/A A. Are all appropriate charts and tables shown? Yes No N/A,,- B, Are all appropriate requirements circled or highlighted? Yes No N/A 11. Are plans designed per "AF 6 PA wood Frame Construction // Manual for one- and Two-Family Dwellings, High Wind Edition"? Yes c," o N/A A. Are all appropriate charts and tables shown? Yes No N/A--- B. /A---B. Are all appropriate requirements circled or highlighted? Yes No N/A t/ IV. Energy Code Information: 1. Is the current energy code form completed properly and signed; � correct climate zone and correct jurisdiction? [FBC 13-6001 Yea wen" N/A 2. Does conditioned square feet area on plana match square feet // shown on energy forms? Yes V'N0 N/A 3. Is the "R" value between common walls shown? // [FBC 13-602.1.ABC.1.13 Yes,-<O N/A 4 . Is the "R" value for added insulation on exterior walls shown? YesV p N/A S. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.13 Yes FyXOO N/A 6. Is the "R" value for raised floors shown? [FBC 13-6053 Yes N/A 7 . Are Energy Credits Claimed? YesN/A A. Attic Radiant Barrier Credit [FBC 13-607.1.A.43 Yea VNO /A B. white Roof Credit IFBC 13-607.1.A.5) Yes N vN/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.53 Yes N/A V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yes VNo N/A 2. Are all locations of vertical reinforcement and anchor l bolts shown? Yes✓N N/A 3. Are all elevation changes in slab shown? Yes N/A 4. Is minimum concrete PSI shown? Yes y N/A S. Is slab reinforcement shown? YesL1�9 - N/A A. wire mash size and gauge? Yes o N/A 8. Fibermesh reinforcement? Yes No 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.23 Yes�/�J0 N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.13 Yes„/f4o AIA 8. Is type of soil treatment for termites shown? [FBC 18161 Yes No /A 9. Is perimeter slab reinforcement shown? (SSTD 10-993 Yes No N/A✓- . Do plans show bottom of foundation minimum of 12" below A finish grade? [FBC 1804.1.3) YeG VNo N/A 11, Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? IFBC 1604.5.13 Yes , No N/A 12, If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.13 Yes No N/A 13, Does plan indicate "No wood Grade stakes Permitted"? Yes No N/A 2 RESIDENTIAL CHECKLIST (Continued) VI. Typical Wall Section: 1. Is finished grade shown? Yeap N/A 2. Is minimum floor elevation shown? Ye8%74o N/A A. Minimum all above adjacent grade? Yes No N/A 8. Minimum_l..k_ab?vs crown of road or drainage plan submitted? Yes Ao N/A C. Flood protection elevation? Yes✓Np N/A D. Base flood elevation? Yea 70 N/A 3. Is minimum footing depth beneath finished grade shown? V/ [FBC 1804.1.3) Yes✓No N/A 4 . Are all footing sizes shown? Yes No N/A✓. 5. Are all horizontal reinforcements shown? Yea No N/A ✓ A. Number and size of reinforcement? Yes No N/A ✓ B. Minimum lap? ' Yes No N/A ✓ 6. Is vertical reinforcement shown? Yea No N/A ,/ 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A 8. Masonry construction. A. Is exterior wall finish shown? Yes No N/A ✓ B. Is interior furring shown? Yes No N/A ✓ C. Is exterior wall insulation shown? Yes No N/A ✓ D. Is interior wall finish shown? Yes No N/A 9. Wood Frame Construction // A. Is stud size, spacing, grade and lumber species shown? YeaV�� N/A B. Is exterior sheathing (type and thickness) shown? Yes ✓fro N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes o N/A D. Is exterior wall finish shown? Yes No N/A E. Is interior wall finish shown? Yea �/No N/A F. Is wall insulation shown? Yes"440 N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.51 Yea./No N/A H. Are shear wall segments shown? Yaz ,, o N/A A. Type of hold-downs shown? Ye:-49 N/A 10. Are ceiling heights shown? [FBC 1203.23 Ye ^ o N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓N/ o N/A 12. Is ceiling type shown, drywall thickness? Yes Not,N A 13. Are insulation baffles shown? Yes No*✓N/A 14. Roof Framing A. Are engineered trusses shown? Yeav So N/A B. Are conventional frame rafters used? Yes No N/A✓ 1. Rafter size shown? Yee No N/A---- 2. Species of lumber shown? Yes No N/A✓ 3. Grade of lumber shown? Yes Np N/A C. Type of roof sheeting shown? Yee c N/A V'_1. Thickness of roof sheeting shown? Yea �1 N/A 2. Grade of roof sheeting shown? Yes o N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.11 Yes ` No N/A ✓ D. Weight of Dry-In felt shown? Yes✓No N/A E. Type of roof cover shown? Yes 9o' N/A 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507.3.71 Yes No N/A✓ 2. Attachment of tile roof shown? [FBC 1507.4.5] Yes Vo N/A✓ 3. Other roof covering and attachments shown? Yes✓No N/A. F. Length of roof overhea . shown? YesV�oo N/A G. Type of soffit an ascia shown? Yes -No N/A H. Attic ventilation shown? Yea ✓90 N/A I. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507, 3.93 Yest3o N/A J. Type and gnu a of eave metal shown? Yea o N/A 15. Is anchorage of veneer shown? [FBC 14033 Yes A%o NIA �/ 3 PESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes o N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjuet square footage accordingly. Add/Subtract To/Froin living or habitable area. Add/Subtract To/From non-living or non-habitable area. / 2 . Are all room dimensions shown? Yes✓N N/A 3. Are all door and window sizes shown? Yes N/A 4 . Are all emergency egress openings shown? Yes - o N/A 5. Is required tempered glass shown at all hazardous locations? 6 . [FBC 2405.2] Yes YO N/A�✓ Are all vertical reinforcements shown? Yes ✓No N/A 7. Are all shear wall segments shown? Yes G4O N/A B. Are all hold-downs and hurricane anchorages shown? Yes VNO N/A 9. In required attic access shown? Yest N/A 10. Are all plumbing fixtures shown? Yea N/A A. Is water heater size shown? Yes io N/A 11. Are all electrical fixtures shown? Yes N/A A. Is arc fault circuit interrupter shown for bedrooms?. (NSC 210-12) Yes NO N/A✓/ 12. Are all mechanical fixtures shown? Yes No N/A.✓ A. Is air handler and condensor location shown? Mess, � N/A B. Are exhaust fans shown? Ye!a=1 N/A 13. Are all smoke detectors shown? [FBC 905.21 Yee v�o N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' / route? [FBC 11-111 Yes, p N/A 15. Does bedroom open directly into garage? Yes Opo N/A 16. Does the number of bedrooms shown on plans match the number / of bedrooms shown on the Application? Yes NO N/A 17. Is Designer's name and address shown on plans? Yes✓ 0 N/A is. Do egress doors and landings comply with FBC 1012.1.3 and FBC 1012.1.5? Yes N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yea 46 N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes�o N/A 21. Does floor plan show fireplace? Yes No N/A✓ A. Does masonry fireplace have a detailed cross-sectional detail? Yes No N/All-11 B. Does pre-fabricated fireplace have copy of the = manufacturer's specifications? Yes No N/A✓ C. Is hearth size and detail shown? Yes No N/Al/ D. Is mantel size, location and detail shown? Yes No N/A ✓ 22. Are stair details shown? YesN�� N/A - A. Is minimum stair width shown? [FBC Table 10041 Yes Ao N/A B. Are tread and riser sizes shown? [FBC 1007.3) Yes_,Wo N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes . .W6 N/A D. Are required landings shown? [FBC 1007,41 Yes o�lffo N/A E. Are handrail height, spacing and graspability details shown? (FBC 1007.5) Yea✓No N/A F. Is required headroom clearance shown? [FBC 1007.71 Yes,-.Xo N/A C., Are guardrail height, spacing and details shown? [PSC 1026.51 Yes No �/A;� 23. If floor plan shown mixed construction, are mixed construction details shown? (May require engineering.) Yes No CX/ 24. If required, are tenant separations shown? Yee No A A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.41 4 RVSIDENTIAL .=CKLIST (Continued) VII. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yesio N/A A. Are column type, size and anchorage shown? Yest N/A B. Are beam type, size, span and anchorage shown? Yes o N A 26. Are all liritel'an dam details shown? Ye �A 27. Are engineering details provided for butt glass? Yes o, /A ✓ VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts / and required connections? Yes %/No N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes LVo N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/AL-'/ B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yee No N/A ✓ D. Is ridge beam shown, including size, species and grade / of lumber? Yes No N/A K 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? Yes AA(o N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes •moo N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yes Ao N/A 3. Is floor sheeting indicated, showing type, thickness ' and nailing pattern? Yea (,4o N/A X. Elevations. 1. Does plan show four (4) elevations? Yes N/A 2. Are attic ventilation requirements shown? Yes o N/A 3. Are roof pitch and overhang shown? Yes o N/A 4. Is chimney height and location shown? Yes�No N/A 5. In cricket shown? (FBC 1507.3.9.4) Yea No t,N/A 6. Are all lanai/porch details shown? Yes No N/A 7. Does plan show solid blocking required for ridge vents? Yes No N/A 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FBC 1503.4.4) 9. Are gutter, downspouts and splash blocks shown? Yea No N/A 5 RESIDENTIAL CHECKLIST (Continued) X1, structural Details. 1. Is basic wind speed shown? (FBC Fig. 16061 2. Are gable end bracing details shown? Yes N/A 3. Are roof sheeting nailing zones shown? Yes o N/A 4. Are protection of o enin details shown, Yesio N/A S. Is importance factor shown? ' [6) 1606. 1.4) Yas �7o N/A p [FBC Table 1606) 6. Is structure designed to withstand interior pressures? Yest/No N/A 7. Is exposure category shown? [FBC 1606.1.8) Yes No N/AR., 8. Are wind pressures for components and cladding shown? Yes - No N/A L FBC Table 1606.28 FBC Table 16o6.2C Yes No N/A y, 9. Are exterior windows and glass doors shown asoved bYes,,,No N/A independent testing laboratory and do they bearparlabely � by AAMA or WDMA or other approved label? rFBC 1707.4.2) Yes---`N1 N 10. Are window and door installation and buck details shown? 11. Are mullion installation details and design criteria shown? Yes No&*/A 12. Are garage door positive and negative wind pressures shown Yes. No�d/A as meeting requirements of 1.5 X pressure? (FBC 1747.4.3) Yes- No N/A✓ 13. Are garage door manufacturer's installation details provided? Yes No N/A 6 WATER IMPACT FEE WORK SHEET ADDRESS: .��p.�! U Dti C QST/ti�6 Co IFb� x DRAINAGE FIXTURE TYPE FIXTURE UNIT VALUE AS LOAD FIXTURES UMTS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 ' Bathroom group consisting.of water closet, lavatory bidet, and bathtub or shower 6 2 I �i— Bathtub (With or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain t e-f— k /L... 1/2 P;l Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 2 Laundry tray (1 or 2 compartments) 2 Lavatory Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or ri late 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 0 / A0 oto�°kr#/.Flvr3 �-�// a FORM 60OA-2001 FLORIDA EN R �� FFICIENCY CODE FOR BUILDI -CONSTRUCTION Florida Depart '. �f of Community Affairs Residential Whole Building Performance Method A ____ - ----__, _---_- ------ ----.------_------- Project Name. ROBIN SHEPHERD Builder. UNK Address: 2078 BEACH AVE Permitting Office'. ATLANTIC BEACH City,State: ATLANTIC BEACH,FL 32233- Permit Number: Owner: ROBIN SHEPHERD Jurisdiction Number: 261100 Climate Zone: North -- -----� 1. New construction or existing New _., 12. Cooling systems 2. Single family or multi-family Single family _-. a. Central Unit Cap:36-0 kBtufhr _-- 3. Number of units,if multi-family l __ SEER: 12.00 _ 4. Number of Bedrooms 3 b. Central Unit Cap:30.0 kBtuihr SEER: 12.00 S. is this a worst case? No _. 6. Conditioned floor area(W) 2706 ft c. N/A - 7. Glass area&type --- a.Clear-single pane 42.0 T _._. 13. Healing systems b.Clear-double pane 90.0 if -__ a. Electric Heat Pump Cap:36.0 kBtu%xr HSPF:7.00 232.0 fF _..-- _- c. Tint�other SI-IGC-single pane -- Ca 30.0 kBtulhr d.Tint/other SHGC-double pane 278.0 If b. Electric Heat Pump p: -- IISPF:7.00 8. Floor types -- a. Slab-On-Grade Edge Insulation R-0,0,1.52.0(p)ft - c. N/A - b.NIA - - c. NIA 14. Hot water systems __ a. Electric Resistance Cap:40.0 gallons 9. Wall types 4 EF:0.97 a. Frame,Wood,Exterior R=19.0, 1908.0112 -. b'Concrete,Int Insul,Exterior R=0.0,753.0 ft2 _._ b.N/A c. Frame,Wood,Adjacent R--19A,3 69.0 11:'- d. 1�d.NSA c. Conservation credits -- e.NIA (I1R-Heat recovery,Solar 10. Ceiling types DHF-Dedicated heat pump) R-30.0, 1024.0 112 15. I-IVAC credits M7-C,NJ/,-It a. tinder Attic -- b.NIA __..- (CF Cc ifing fan,CV-Cross ventilation, c NIA HF-Wbole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret Unc. AH:Interior Sup.W=6.0, 12.0 ft MZ-C-Multizone cooling, b.NIA MZ-If-Multizone heating) J Total as-built points: 34325 Glass/Floor Area: 0.24 Total base points: 36653 PASS I hereby certify that the plans and specifications covered Review of the plans and ag10F SQA by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED Y: .� Before construction is completed DATE: p this building will be inspected for compliance with Section 553.908eoD I hereby rtify that this building, as designed,is in Florida Statutes. compliance with the Florida Energ Code goaOWNERIAGENT: BUILDING OFFICIAL:AT I/ ? - _ DATE: DATE: - - 2 z- ' C; ----------.._------ -------- -EnergyGaugeO(Version: FLRCPB x/3.21) r }F + FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2706.0 20.04 9761.1 Single,SC=0.25 S 0.0 0.0 56.0 6.25 1.00 350.7 Double,SC=0.25 W 0.0 0.0 72.0 8.15 1.00 586.8 Single,SC=0.25 E 0.0 0.0 56.0 8.23 1.00 460.6 Double,Clear S 0.0 0.0 20.0 34.50 1.00 690.0 Single,Clear E 0.0 0.0 42.0 44.69 1.00 1877.1 Single,SC=0.25 E 0.0 0.0 120.0 8.23 1.00 987.1 Double,SC=0.25 S 0.0 0.0 15.0 7.44 1.00 111.5 Double,SC=0.25 W 0.0 0.0 12.0 8.15 1.00 97.8 Double,SC--0.25 W 0.0 0.0 30.0 8.15 1.00 244.5 Double,SC=0.25 N 0.0 0.0 20.0 2.71 1.00 54.2 Double,SC=0.25 E 0.0 0.0 68.0 9.15 1.00 622.4 Double,SC=0.25 S 0.0 0.0 45.0 7.44 1.00 334.6 Double,SC=0.25 W 0.0 0.0 16.0 8.15 1.00 130.4 Double,Clear W 0.0 0.0 40.0 36.99 1.00 1479.5 Double,Clear E 0.0 0.0 30.0 40.22 1.00 1206.7 As-BuOt Total: 642.0 9233.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 369.0 0.70 258.3 Frame,Wood,Exterior 19.0 1908.0 0.90 1717.2 Exterior 2561.0 1.70 4523.7 Concrete,Int Insul,Exterior 0.0 753.0 2.20 1656.6 Frame,Wood,Adjacent 19.0 369.0 0.40 147.6 Base Total: 3030.0 4782.0 As-Built Total: 3030.0 3621A DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 1024.0 1.73 1771.5 Under Attic 30.0 1024.0 1.73 X 1.00 1771.5 Base Total: 1024.0 1771.5 As43uilt Total: 1024.0 1771.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulabon 0.0 152.0(p 41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -6624.0 As-Built Total: 162.0 6262.4 EnergyGaugeS DCA Form 60DA-2001 EnergyGaugeSIFIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whale Building Performance Method A - Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2706.0 10.21 27628.3 2706.0 10.21 27528.3 Summer Base Points: 38318.9 Summer As-Built Points: 35892.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 36892.7 0.545 (1.090 x 1.147 x 0.91) 0.284 0.960 6018.3 35892.7 0.456(1.00 x 1.147 x 1.00 0.284 0.960 5015.3 38318.9 0.4266 16346.8 35892.7 1.00 1.138 0.284 0.950 11033.6 EnergyGaugeTm DCA Form 60DA-2001 EnergyGaugeWlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Points 18 2706.0 12.74 6206A Single,SC=0.25 S 0.0 0.0 56.0 27.10 1.00 1517.4 Double,SC=0.25 W 0.0 0.0 72.0 16.07 1.00 1156.9 Single,SC=0.25 E 0.0 0.0 56.0 28.94 1.00 1620.5 Double,Clear S 0.0 0.0 20.0 4.03 1.00 80.6 Single,Clear E 0.0 0.0 42.0 21.24 1.00 892.2 Single,SC=0.25 E 0.0 0.0 120.0 28.94 1.00 3472.5 Double,SC=0.25 S 0.0 0.0 15.0 13.85 1.00 207.8 Double,SC=0.25 W 0.0 0.0 12.0 16.07 1.00 192.8 Double,SC=0.25 W 0.0 0.0 30.0 16.07 1.00 482.0 Double,SC=0.25 N 0.0 0.0 20.0 17.18 1.00 343.7 Double,SC=0.25 E 0.0 0.0 68.0 1552 1.00 1055.6 Double,SC=0.25 S 0.0 0.0 45.0 13.85 1.00 623.4 Double,SC=0.25 W 0.0 0.0 16.0 16.07 1.00 257.1 Double,Clear W 0.0 0.0 40.0 10.77 1.00 430.6 Double,Clear E 0.0 0.0 30.0 9.09 1.00 272.7 As-Built Total: 642.0 12606.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 369.0 3.60 1328.4 Frame,Wood,Exterior 19.0 1908.0 2.20 4197.6 Exterior 2661.0 3.70 9845.7 Concrete,Int Insul,Exterior 0.0 753.0 11.20 8433.6 Frame,Wood,Adjacent 19.0 369.0 2.20 811.8 Base Total: 3030.0 11174.1 As-Bunk Total: 3030.0 13443.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1024.0 2.05 2089.2 Under Attic 30.0 1024.0 2.05 X 1.00 2099.2 Base Total: 1024.0 2099.2 As-Built Total: 1024.0 2089.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-BuNt Total: 162.0 2867.6 EnergyGauge®DCA Form 600A-2001 EnergyGaugeSIFIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Poind- 2706.0 -0.59 -1586.5 2706.0 -0.59 -1596. Winter Base Points: 19235.0 Winter As-Built Points: 29409.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 29408.0 0.545 (1.069 x 1.169 x 0.93) 0.487 0.950 8627.7 29409.0 0.456(1.00 x 1.169 x 1.00) 0.487 0.950 7189.7 19235.0 0.6274 12068.0 29409.0 1.00 1.162 0.487 0.950 15817.4 EnergyGaugeTm DCA Form 600A-2001 EnergyGaugeS/RfaRES'2001 FLRCPB x/3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.97 3 1 Do 2491.22 1.00 7473.6 As-BuBt Total: 7473.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16347 12068 8238 36653 1 11034 15817 7474 34325 PASS Q4sMw S;rg EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeD/FlaRES'20D1 FLRCPB w3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2078 BEACH AVE,ATLANTIC BEACH, FL, 32233- PERMIT#: GA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1ABCA.1 Maximum:.3 cfmfsq.ft.window area:.5 cfm/sq.ft.door area. Exterior&Adjacent Wags 606AABCA.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wag panels at corners;utility penetrations;between wall panels&top/bottom plates;between wags and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 6D6.1.ABC.1.2.2 Penetrationsfopenings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed --to-t-he pe imeter penetrations no seams. r#_�____etrah ___ar ---- -_ --- -_-- ----- - Ceilings 6D6.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; aft access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at Penetrations and seams. Recessed Lighting Fixtures 6D6.1ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with lfZ'clearance&3'from insulation;or Type IC rated with<2.0 cfin from pace, - ltested Multi-story Houses 6D6.1 ABC.1.2.5 Air barrier on perimeter-of floor cavity between floors. Additional Infiltration reqts 6D6A.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. J_ 6A-22 OTHER PRESCRIPTIVE MEASURES m-ust bemet or exceeded by all COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficienCyof 7896. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common wags-Frame R-11 or CBS R-3 both sides. ICommon ceiling&floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.1 The higher the score,the more efficient the home. ROBIN SHEPHERD,2078 BEACH AVE,ATLANTIC BEACH, FL,32233- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtulhr _ 3. Number of units,if multi-family 1 -- SEER: 12.00 4. Number of Bedrooms 3 b. Central Unit Cap:30.0 kBta+hr _ 5. Is this a worst case? No SEER: 1.2.00 6. Conditioned floor area(112) 2706 ftZ c. N/A 7. Glass area dt type a. Clear-single pane 42.0 ftz 13. Heating systems b.Clear-double pane 90.0112 _ a. Electric Heat Pump Cap:36.0 kBtu/hr c. Tint/other SHGC-single pane 232.0 If HSPF:7.00 d.Tint/other SHGC;-double pane 278.0 fl? b. Electric Heat Pump Cap:30.0 kBtulhr 8. Floor types HSPF:7.00 - a. Slab-Un-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. N/A b.N/A -- c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons a. Frame,Wood,Exterior R=19.0, 1908.0 ft, FF:0.97 - b.Concrete,Int Insul,Exterior R-0.0,753.0 W b.N/A c. Frame,Wood,Adjacent R=19.0,369.0 ft? - d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1024.0 ftp 15. HVAC credits MZ�C,MZ-H b.N/A c. NIA -- (CF-Ceiling fan,CV-Cross ventilation, HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 12.0 ft RB-Attic radiant barrier, b.N/A MZrC-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energv Efficiency Code For Building Construction through the above energy saving features which will be installed(or exuded) TflE s in this home before final inspection.Otherwise,a new EPL Display Card will be completedy°� = 'o based on installed Code compliant features. Builder Signature: Date: � a t Address of New Home: City/FL Zip: WS *NOTE: The home's estimated energy performance score is only available through the FI ARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwtivfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugel7(Version:FLRCPB v3.21) Member Calculations Report TRUE TRUSS INC. 10411 ALTA DRIVE ] JACKSONVILLE,FL 32226 V 9047577500 Level Name: FLOORI Status: Plotted Application: Floor Non-Residential: No ' -101 7 3/411-- 3 2 Design Date:5/29/2002 3:52:07 PM Report Date:5/29/2002 3:54:08 PM Obiect: Flush Beam#5 General: Product: 1 3/4"x 16" 1.9E Microllam LVL Plies: 2 Deflection Criteria: Standard,Live Load L/360,Totai Load L/240 Member Weight(plf)per ply: 8.1 Design Value Control Value Result Moment (Ft-lbs) -34119 35781 Passed Shear (lbs.) -11182 12236 Passed Live Load Deflection (") .36" .71" Passed Total Load Deflection (') .83" 1.06" Passed Reaction (lbs.) 20795 20795 Passed Bearings: Bearing Location Input Length Required Length 1 Wall# 1 0 3 1/2" 3 13/16" 2 Wall#3 32' 3 1/2" 5 1/16" 3 Wall#33 10'7 3/4" 3 1/2" 1'2 7/8" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1(lbs.) 2" 1639 3707 5346 0 2(lbs.) 31' 10" 3853 3189 7042 0 3(lbs.) 10'7 3/4" 10430 10319 20748 0 Loads: Roof Load Duration Factor: 115% Load Location Live Dead Type Distributed(plf) 8'to 32' 177 to 177 66 to 66 Roof Distributed(plf) 0 to 8' 177 to 177 66 to 66 Roof Distributed(plf) 8'to 32' 0 to 0 200 to 200 Floor Distributed(plf) 0 to 8' 0 to 0 200 to 200 Floor Concentrated(lbs.) 31' 10 1/4" 0 162 Floor Concentrated(lbs.) 31' 10 1/4" 561 210 Floor Distributed(plf) 8'to 32' 0 to 0 81 to 81 Floor Distributed(plf) 0 to 8' 0 to 0 81 to 81 Floor Distributed(plf) 32'to 8' 40 to 40 15 to 15 Floor Distributed(plf) 8'to 4' 40 to 40 15 to 15 Floor Concentrated(lbs.) 27' 493 182 Roof Concentrated(lbs.) 7' 529 196 Roof Concentrated(lbs.) 4' 4055 1623 Floor Distributed(plf) 32'to 8' 40 to 40 15 to 15 Floor Concentrated(lbs.) 8' 2972 1216 Floor TJ-Xpert6.17 (#681)A Page 1 0200944.JOB Design Date:5/29/2002 3:52:07 PM Report Date:5/29/2002 3:54:08 PM Notes: .Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. TJ-Xpert 6.17 (#681)A Page 2 0200944.JOB Member Calculations Report TRUE TRUSS INC. 10411 ALTA DRIVE JACKSONVILLE,FL 32226 9047577500 Level Name: FLOORI Application: Floor Status: Plotted Non-Residential: No �2 ' 14' an Design Date:5/29/2002 3:52:07 PM Report Date:5/29/2002 3:54:20 PM Object:Flush Beam#9 General: Product: 13/4"x 16" 1.9E Microllam LVL Plies: 2 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 8.1 Moment (Ft-lbs) Design Value Control Value Result Shear (lbs.) 17352 31114-3965 10640 Passed Live Load Deflection (',) 23„ 48" Passed Passed Total Load Deflection ( ) Reaction (lbs.) .3333" 73"4204 Passed Passed Bearings: 4204 Bearing Location Input Length 1 Flush Beam#5 p Required Length 14'6" 2 Flush Beam#8 0 3" 0 0 Reactions: 3 7/16" Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load U lift 1(lbs.) 14'6" 1216 2972 p 2(lbs.) 0 1381 4188 0 3412 4793 0 Loads: Load Location Live Distributed(plf) 13'6"to 1416" 0 to 0 Dead Type Distributed(plf) 0 to 13'6" 0 to 0 Floor Hangers: 472.9 to 472.9 177.3 to 177.3 Floor Bearing# 2 Face Mount..................HGUS412 Nailing Pattern Information Member Nails................20- 16d Face Nails..................56- 16d Geometry Information Skew........................0° Slope.......................00 No Web Stiffeners Required Support.....................PSL Hanger Note: (1)Indicates non-stocked hanger Bearing# I Top Mount...................WPU3.56/16 Nailing Pattern Information TJ-Xpert6.17 (#681)A Page 1 0200944.JOB Design Date:5/29/2002 3:52:07 PM Member Nails................6-N10 Report Date:5/29/2002 3:54:20 PM Face Nails..................4- 16d Top Nails...................3- 16d Geometry Information Skew........................0° Slope.......................00 Top Flange..................0° No Web Stiffeners Required Support.....................LVL Hanger Note: (1)Indicates non-stocked hanger Notes: Design Methodology: ASD Only positive(downward acting)loads are detailed in the diagram above. IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. TJ-Xpert6.17 (#681)A Page 2 0200944.JOB Member Calculations Report TRUE TRUSS INC. 10411 ALTA DRIVE JACKSONVILLE,FL 32226 9047577500 Level Name: FLOORI Application: Floor Status: Plotted Non-Residential: No i 1 32' 2 Design Date:5/29/2002 3:52:07 PM Object:Flush Beam#8 Report Date:5/29/2002 3:54:33 PM General: Product: 3 1/2"x 16"2.0E Parallam PSL Plies: 2 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 17.5 Moment (Ft-lbs) Design Value Control Value Result 40526 69909 Shear (lbs.) 5395 Passed Live Load Deflection (") 21653 Passed 94„ Total Load Deflection (') 1.06" Passed 1.48 1.58" Reaction (lbs.) Passed Bearings12357 12357 Passed • Bearing Location I Wall# 1 0 Input Length Required Length 2 Wall#3 3 1/2" 4 7/16" Reactions 32' 3 1/21, 3 1/2" • Assumed Member Weight(plf): 14 1 lbs. Location Dead Load Live Load Total Load Uplift (lbs.) 3842 8179 12021 0 2(lbs.) 31'10" 2296 4397 6693 0 Loads: Load Location Live Dead Concentrated(lbs.) 13/4" 0 162 TYPe Concentrated(lbs.) 31' 10 1/4" 0 Floor Concentrated(lbs.) 31' 10 1/4" 561 210 162 Floor Concentrated(lbs.) 13/4" 640 240 Floor Concentrated(lbs.) 13/4" 3972Floor Concentrated(lbs.) 31' 10 1/4" 640 240 1802 Floor Concentrated(lbs.) 31' 10 1/4" Floor 1110 653 Distributed(plf) 0 to 8' 40 to 40 Floor Distributed(plf) 8'to 32' 15 to 15 Floor 80 to 80 30 to 30 Floor Concentrated(lbs.) 8' 3412 1381 Notes.• Floor Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. TJ-Xpert 6.17 (4681)A Page 1 0200944.JOB t CITY OFATLANTIC BEACH 800 SEMINOLE ROAD S ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 Sy FAX: (904)247-5805 -a SUNCOM:852-5800 http://ci.atlantic-beach.fl.us CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(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 WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 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(1). 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 STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. APE OWNER/BULLDER ADDRESS SWORN TO AND SUBSCRIBED BEFORE ME THIS / Y OF— 200.2— NOTARY PUBLIC wr klo Rrr MY COMMISSION F hkMKSFf M (,G44y�1 EXPIRES N(1TF. PT TR ARRR TTNT�RRT.TNF11 ARnVR ,+,• kipst27,2604 90NM TM I"FAIN IdUt0a tl*- j - C17 Y OF ATLANTIC RFAt'`N DEPARTMENT OF BUI DsnlC33 i i;0^v"EMIN-1 c KVAu-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-58-77 r ..------ -. _ Permit I•l��ry,i r; 13 � OCAi O-N iNFORMA-riOty, ' I I Addmim 757A QCAr6Ewu If-` - I j' : :1 T:i_:I:eS 1 ATLANTIC --We 1 llYC1YU� W[,.b- KICfAf TIC BEACH, FL 32233 Class Of I ..=F%. Iva–vv I Tlownghin- rFAMILY o......,.. .. --10poSLd Use: I n •11 r [-- [.a ..�C. tsnnir- S !�lLzLE 1=nIi/nLY I Square Fant: f Lot(s): Bleck; Section: I rlibicis�w.• AIl1f-f Tf f w T! 1 Est. Value: � ..■v■[. I�vrc I n ..1 L yn_Ti.; U:AUA i#i3 II Parcel Number: j I�i�ir vii. Cowl: r... f1rA[arr••w,'..:.-�—� ilate iwad. crcuuu 1 Name, SHE!'I•IERn i Total Fees. 1,250.00 I Aa.a.„__.J.:iiint Paids 1,250.00 tet. C-7-7 �4C1 4 4 V 7- A LANTIC BEACH, FLORIDA 32233 � I Cate Paid: 1%12/2000 - i Work ®esc: CiO NECT TO CITY SEWER Lam_ CONTRAC arca> 4 , ;; NELSOtV PLUMSrNc co.intc. _.� G M►1��Q F , E.•�.. IMPACT FEC !.s_-jrn_nn i I e i I uv �u e e r I I 1 I I 1 IY I I e , I f P ons Ra ` f i SFl/l/CFATER ti .... v v 1 �I ! ! i I f 1 5 y 1 I f y 1 ' ��10 TiCE-INSPEC T IORB IVtUST BE REQUESTED ED AT LEAST 24 HOURS PRICER T^ r I ! LU]fUffIlLUniIfi IRVII/A1 Tt CCRf7IMAL, R "gIl'2llEea.1L-1f MA`%DEBRISS r M THIS WORK �R MUSTSTNOT BE P11, p C`/"IN PUBLIC.PACE RNID i fin•I i�T P•°! Cn CA 1 will LIA111 A AV V FATHM/+/1ktT1'fwnT' .wlw.r!-. .u.�, RIF ,��, ,.Rcr%LIP A2Y4_J�.�.11Fn s�WAe R. FA.Hi rt a.a e:v:Brae a rip lip r:,.VN=M ^ m ss z_ u .=8aa'w- -1-11 ME- /�Ai[tATl1[[/�-7-[f1a■ • [r-\[ [ A%A[ 0'%A" rfr'!!A[[1 T 1-■ T[■f-AC [•f III 2-1=31. gwnm PAYI'"'--Ns TWICE PVK I&WILUINUz :1:1`r''YC3VtM1--1!1 I b-- e M"ZI Mr) Arrf1Rr)l.M/ T.,APPrRDV`f'i PLANS 0!`HIvN-N ARN=FART vI' T1'1S PERR411T ANW SLNSJE-C;: O,ILK&W.DC;A: i i+/r4Pt�� Ni EC�L_'�'1lIL. P7COJl dta.e j i 1 —ftv It 1I 1 CITY OF ATLANTIC B �= �1 EACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001216 Property Address . . . 2078 BEACH AVE Date 8/26/09 Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED -----Application-valuation . . . 0 Application desc ------------------------------------------------------- 1 cu 1 ahu ----------------------------- Owner Contractor ------------------------ ------------------------ DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 ------------- ------ Permit ---------------------------- . . MECHANICAL HVAC-PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee Issue Date . 00 Expiration Date . . 2/22/10 Valuation . . . . 0 --------------------------------- Fee summary Char ----- Charged Paid Credited Due ------ ---------- ---------- Permit Fee Total 67 . 00 67 . 00 Plan Check Total00 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 600 SEMINOLE ROAD,ATLANTIC BEACH.FL 32233 09-.--- OFFICE:(904)247-5626•FAX NO.:(904)247-5645 BUILDING-DEPTQCOAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERNST: 73.-DATE Q6-71 $ o -�-()E OYES PERMIT#: PROPERTY OWNER: 4.NAME 15.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7. E OF COMPANY: 6.ADDRESS.: !)Yl O 1/G h 3 t y- V S, 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONES 11.FAX NO.: � -3�Y� 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 perlormed to meet the standards of all laws regulating Constriction in this jurisdiction. This permit becomes null and void if work is not commenced within sic(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. ARI# �o� �.��-�'l CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 16.BUILDING: 1 .SERVICE: 18.CURRENT CODE: 13 NEW INSTALLATION ❑NEW ESIDENTIAL '07 FLORIDA BUILDING CODE- �REPLACEMENT OF EXISTING SYSTEM (STING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM 13K:A REPAIR ❑OTHER N CHANL EQUIPNMNT TO BE INSTALLED: 19.HEAT: 13 SPACE ❑RECESSED ENTRAL 13 FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Chn 22.REFRIGERATION: MAX CAPACITY: drn 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 26.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL O PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: O GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: IR CONDITIONING. EFRIGE TION E UIPMENT CONDEN OR ETC.NUMBER APPROVING OF UNITS DESCRIPTION MODEL# I MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: NUMBER FURNACES.BOILERS FIREPLACES.AIR HANDLERS OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY rff �c K yXr BVI ii+t� u1c. TYPE LIQUID 33.TANKS: APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicatan Mech:REVISED:12/1012DOS 1 FEDERAL EMERGENCY MANAGEMENT AGENCY —' NATIONAL FLOOD INSURANCE PROGRAM • O.M.B. No. 31, 200 Expires July 31,-20022 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. BUILDING OWNER'S NAME SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: tir. Policy Number BUILDING STREET ADDRE S(Inclu ng Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIL Number CITY 1/ / ZJ�.t.DiG STAT ZIP CODE PROPERTY DEW IPTION(Lot andlock Numbers Tax Parcel Nu ber,Legal a caption,etc.) 0� A C k7-c--8,'S t BUILDING USE(e.g.,Residential Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) LA TITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: ( ##°-#r%'-##.##" or ##.A4�###°) Ll NAD 1927 L_1 NAD 1983 SOURCE: 1_1 GPS(Type): 1_1 USGS Quad Map 1_1 Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP CO U ITY NAME COMMU NUMBER B2.CO TY NAM ' 63.ST 84.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD 69.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISEDDATE ZONES x/7 e /�_ ), (Zone AO,use depth of flooding) B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth bntered in B9. I_I FIS Profile 1_1 FIRM 1_1 Community Determined 1_1 Other(Describe): 1311. Indicate the elevation datum used for the BFE in B9: 1_1 NGVD 1929 1_1 NAVD 1988 1_1 Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? (_1 Yes Designation Date: I_I No SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: L_IConstruction Drawings" 1_1Building Under Construction* I1Finished Construction "A new Elevation Certificate will be required when construction of the building,is complete. C2. Building Diagram Number_L(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used rnM Does the elevation reference mark used appear on the FIRM? 1_1 Yes IZI No ❑ a)Top of bottom floor(including basement or enclosure) —M- 0 ❑ b)Top of next higher floor ft.(m) ❑ c)Bottom of lowest horizontal structural member(V zones only) _ft.(m) _ � C) d)Attached garage(top of slab) ft.(m) 00 ❑ e)Lowest elevation of machinery and/or equipment _ft.(m) E servicing the building ❑ 0 Lowest adjacent grade(LAG) ❑ g)Highest adjacent grade(HAG) i ft.(m) v U) ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade fl(m) 8 ❑ i)Total area of all permanent openings(flood vents)in C3h sq.in. (sq.cm) J SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that a,2y false statement iay be unishab/e by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIER-S NAME Zl- LICENSE NUMBER ��,�� 111 LCZa < COMPANY NAME ADDRE ' ?Ser' CI � $$.c�..�._ �/ /TE�' IP CO E SIURE �/ G ! DATE TELEPHON ,4 or 1-31,A SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces,copy the corresponding information from'Section A. For Insurance Company Use: BUILDING STREET ADDP SS(1 cludin Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number CITY / STATE ZIP CODE Company NAIC Number / •C- c�Q C ✓�O r l� SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. COMMENTS Arl.r-1 ,��.-tel �1 f�,,.� �Oel/�n�// Lel/�-fJ-��,•O� ��cb) ��.OwC /s---f'�� ' Q I_I Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed- see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1-1-1 ft.(m)I-1-lin.(cm) 1_1 above or 1-1 below (check one)the highest adjacent grade. E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1_I-1 ft•(m) 1-1-1in.(cm)above the highest adjacent grade. E4.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?1_1 Yes 1_1 No 1_1 Unknown The local official must certify this information_ in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A.B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I_I Check here if attachments SECTION G-CrOMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1. 1-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1-1 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. 1_1 The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7.This permit has been issued for: 1-1 New Construction 1_1 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: —ft.(m)Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1-I Check here if attachments FEMA Form 81-31,AUG 99 REPLACES ALL PREVIOUS EDITIONS Project NAME: SHEPHERD RES Lot: Subdivision: SHEPHARD RES County: Duval Building Code:FBC 2001 Computer Program Used MiTek 4.201 SR1 General Truss Design Loads Gravity-Roof: 42 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 25 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.OQ3 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, perANSI/TPI 1-1995 Section 2. Name: Warren V Carrigan III License#: 48803 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business No.7547 333 Jacksonville Drive,Jacksonville Beach, FI.32250 904-241-5200 TRUSS PLACEMENT PLAN 0200945 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0200945-CJ01 05/30/02 2 0200945-CJ02 05/30/02 3 0200945-CJ03 05/30/02 4 0200945-J01 05/30/02 5 0200945-J02 05/30/02 6 0200945-J03 05/30/02 7 0200945-J04 05/30/02 8 0200945-J05 05/30/02 9 0200945-JO6 05/30/02 10 0200945-J07 05/30/02 11 0200945-T01 05/30/02 12 0200945-T02 05/30/02 13 0200945-T03 05/30/02 14 0200945-T04 05/30/02 15 0200945-T05 05/30/02 16 0200945-T06 05/30/02 18 0200945-T100 05/30/02 RECE1ENF% 19 0200945-T11 05/30/02 1V1 ' 20 0200945-T12 05/30/02 uldy f4 �n� 21 0200945-T14 05/30/02 0%f of Atlantic Peach 22 0200945-T15 05/30/02 .5 ,u !t? and C.Ci-li1i7 23 0200945-T16 05/30/02 24 0200945-T17 05/30/02 25 0200945-T18 05/30/02 F ROOF TRUSSES 0200945 PROFILE QTY PITCH TYPE O AE REACTIONS , PLY TOP FE ID GIRDER 7�3.5409-10-13 Joint 1 Joint 2 Joint 4 Joint 5 0.00 C.101 09-10-13 63.5 tbs. 539.4 tbs. 134.4 tbs. 354.2 tbs. -70.5 lbs. -802.7 Ibs. -360.2 tbs. -555.8 Ibs. GIRDER 07-00-14 Joint 1 Joint 2 Joint 4 Joint 5 177.1 lbs. ".49A, 2 3.54 1.77 CJ02 07-00-14 :.it tbs. 414.31bs. 68.91bs. -64.3 tbs. -501.5 tbs. -157.2 tbs. -274.6 lbs. Kf GIRDER 07-00-14 Joint 1 Joint 2 Joint 4 Joint 5 1 3.54 0.00 CJ03 07-00-14 73.7 Ibs. 375.5 Ibs. 65.4 Ibs. 170.2 tbs. 90.2 tbs. -474.5 tbs. -160.7 tbs. -263.0 tbs. JACK 05-00-00Joint 2 Joint 3 Joint 4 r " 6 5.00I 2.50 J01 105-00-00 351.1 lbs. 97.2 tbs. 70.6 tbs. -404.1 tbs. -222.9 tbs. 23.5 tbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 4 I 5.00 2.501 J02 03-00-00 289.2 Ibs. 56.3 tbs. 40.6 Ibs. 435.8 tbs, -109.3 tbs. 13.5 tbs. SPECIAL 01-00-00 Joint 2 Joint 3 45.00 0.00 J03 01-00-00 262.7 lbs. 284.6 tbs. -615.4 tbs. -99.2 tbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 -...., r 4 5.00 0.00 J04 03-00-00 2gg.2 tbs. 59.1 tbs. 40.6 tbs. -438.6 lbs. -106.8 lbs. 13.5 lbs. JACK 01-00-00J0 2 Joint 3 Joint 4 4 5.00 0.00 JOS 01-00-00 27g,71bs. 304.9 tbs. 14.1 tbs. -595.0 tbs, -101.3 tbs. 4.7 tbs. ,..; JACK 05-00-00 Joint 2 Joint 3 Joint 4 •''^='""""" 10I 5.00 0.00 J06 05-00-00 351.11bs. 97.21bs. 70.6 tbs. -406.1 tbs. -220.7 tbs. 23.5 tbs. JACK 07-00-00 Joint 2 Joint 3 Joint 4 a"w 1 5.00 0.00 J07 07-00-00 426.2 tbs. 160.1 tbs. 100.6 tbs. -407.2 tbs. -326.1 tbs. 33.5 tbs. 1 GIRDER 32-00-00 Joint 2 Joint 10 32-00-00 86 2 Ibs. 3414.0 Ibs. 5.00 2.50 Tl)1 32 -3585.9 tbs. -3453.9 tbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 5.00 2.50 T02 32-00-00 1448.2 tbs. 1448.2 tbs. -1347.6 tbs. -1145.8 tbs. �-� SPECIAL 32-00-00 Joint 2 Joint 9 5.00 2.50 T03 32-00-00 1448.2 tbs. 1448.2 tbs. -1312.1 tbs. -1191.1 tbs. SPECIAL 32-00-00 Joint 2 Joint 9 2 5.00 2.50 T04 32-00 00 1448.2 lbs. 1448.2 lbs. -1270.6 tbs. -1230.3 tbs. YGIRDER 09-00-00 Joint Joint6 -=-y% 1 5.00 0.00 T05 09-00-00 725.1 tbs. 891.7 tbs. 640.6 tbs. -1018.1 tbs. MONO 09-00-00 Joint 2 Joint 5 T .I! 4 5.00 0.00 T06 09-00-00 485.7 tbs. 362.3 tbs. -5 18.2 tbs. -392.1 tbs. GIRDER 09-00-00 Joint 2 Joint 5 Y 1 5.00 2.50 T09 09-10-001675. 0-00 675.1 Ibs. 646.4 tbs. -719.9 tbs. -679.1 tbs. SPECIAL 09-00-00 Joint 2 Joint 5 1 5.00 2.50 T10 09-00-00148..7 0485.7 tbs. 362.3 tbs. -544.3 Ibs. -366.0 Ibs. ROOF TRUSSES 0200945 PROFILE QTYI PITCH TYPE BASE PLY TOP BOT ID O/A REACTIONS ;. SPECIAL 09-00-00 Joint 2 Joint 5 1 S.DO 2.50 T11 09-00-00 485.7 lbs. 362.3 lbs. 516.4 lbs. -393.9 lbs. < SPECIAL 09-00-00 Joint 2 Joint 5 1 5.00 2.50 T12 09-00-00 485.7 lbs. 362.3 lbs. -516.4 lbs. -393.9 lbs. SPECIAL 32-00-00 Joint 2 Joint 8 1 5.00 2.50 T14 32-00-00 1448.2 lbs. 1448.2 lbs. 1400.6 lbs. -1193.1 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 5.00 2.50 T15 32-00-00 1448.2 lbs. 1448.2 lbs. 1377.0 lbs. 1138.4 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 5.00 2.50 T16 32-00-00 1448.2 lbs. 1448.2 lbs. -1347.4 lbs. -1145.3 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 5.00 2.50 T17 32-00-00 1448.2 lbs. 1448.2 lbs. -1311.9 lbs. -1190.5 lbs. 1 GIRDER 32-00-00 Joint 2 Joint 9 3 Ply 5.00 2.50 T18 32-00-00 2283.7 lbs. 2263.7 lbs. -2301.2 lbs. -2137.1 lbs. Job Truss Truss Type City Ply SHEPHARD RESIDENCE 0200945 CJ01 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9-10-13 9-10-13 S.M.=1:20.5 4 B 8x8 3.54 FIT 3 8 T1 yyl W1 2 F7 F-7 B1 LJ 11 T2t4 II 12 6 5 10 3x4= 1 2x4= 9-10-13 91813 LOADING(psf) FSPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.09 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.08 6-7 >999 BCLL 10.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.02 5 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=64/Mechanical,4=134/Mechanical,2=539/0-7-12,5=354/Mechanical Max Horz2=306(load case 2) Max Upliftl=-71(load case 2),4=-360(load case 5),2=-803(load case 2),5=-556(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-862,3-8=-809,3-9=-57,4-9=31 BOT CHORD 2-10=789,10-11=789,7-11=789,7-12=789,6-12=789,5-6=0 WEBS 3-7=248,3-6=-840 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 Ib uplift at joint 1,360 Ib uplift at joint 4, 803 Ib uplift at joint 2 and 556 Ib uplift at joint 5. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)307.71b up at 4-4-12,and 86.41b down and 609.51b up at 7-2-11 on top chord,and 31.81b up at 1-6-12,and 21.31b down at 4-4-12,and 81.31b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 6)Use SIMPSON LS30 to attach CJ01 to HIP GIRDER. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-64.0,2-4=-54.0,2-5=30.0 Concentrated Loads(lb) Vert:8=65.9 9=86.4 10=31.8 11=-21.3 12=-81.3 Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 CJ02 ROOF TRUSS 2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-14 7-0-14 Scale=1:16.3 4 3x4 8 J� 3.54 FIT 3 W2 T1 Bi 3x4 c 6 5 2 ?W 7 e 66 2x4 II 30= 1.77,12 11 7-0-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.05 7 >999 BCLL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 5 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-6 oc bracing. WEBS 2 X 4 SYP N0.3 REACTIONS(Ib/size) 1=59/Mechanical,4=69/Mechanical,2=414/0-3-8,5=177/Mechanical Max Horz2=242(load case 2) Max Upliftl=-64(load case 4),4=-157(load case 5),2=-501(load case 2),5=-275(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-643,3-8=-7,4-8=15 BOT CHORD 2-7=589,7-9=570,6-9=582,5-6=26 WEBS 3-7=142,3-6=-577 NOTES (7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 Ib uplift at joint 1,157 Ib uplift at joint 4, 501 Ib uplift at joint 2 and 275 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)316.81b up at 4-4-12 on top chord,and 21.31b down at 7)Use SIMPSON LS30 to attach CJ02 to HIP GIRDER. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-64.0,2-4=54.0,2-5=30.0 Concentrated Loads(lb) Vert:8=65.9 9=-21.3 Job Truss Type Qty Ply SHEPHARD RESIDENCE 0200945:]7-:::]ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-14 7-0-14 4 3x4 B 3.54 12 3 W1 T1 2 81 9 2.4 II 10 8 5 rJll 3x4= 24= 7-0-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.03 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.02 7 >999 BCLL 10.0 Rep Stress Incr NO WB 0.20 Horz(TL) -0.01 5 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=74/Mechanical,4=65/Mechanical,2=376/0-7-12,5=170/Mechanical Max Horz 2=241(load case 2) Max Upliftl=-90(ioad case 2),4=-161(load case 5),2=-475(load case 2),5=-263(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=402,3-8=-11,4-8=14 BOT CHORD 2-9=349,7-9=349,7-10=349,6-10=349,5-6=0 WEBS 3-7=134,3-6=-375 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 1,161 Ib uplift at joint 4, 475 Ib uplift at joint 2 and 263 Ib uplift at joint 5. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)307.71b up at 4-4-12 on top chord,and 31.81b up at 1-6-12 ,and 21.31b down at 4-4-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 6)Use SIMPSON LS30 to attach CJ03 to HIP GIRDER. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-64.0,2-4=-54.0,2-5=-30.0 Concentrated Loads(lb) Vert:8=65.9 9=31.8 10=-21.3 Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 J01 ROOF TRUSS 6 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. o tional 5-0-0 5-0-0 S.1-112.9 3 I 5.00 F12 T1 B1 4 2 do 2.50 FiT 1 3x4= 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.02 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.23 1-2 >117 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/def]=240 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=97/Mechanical,2=351/0-5-8,4=71/Mechanical Max Horz 2=231(load case 5) Max Uplift3=-223(load case 5),2=-404(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=40,2-3=30 BOT CHORD 2-4=12 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 Ib uplift at joint 3 and 404 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 J02 ROOF TRUSS 4 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 3-0-0 3-0-0 Sole•V9.6 3 d 5.00 22 T7 B1 2 4 _ 2.50 FlT 3z4 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.21 1-2 >129 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-Doc bracing. REACTIONS(Ib/size) 3=21/Mechanical,2=289/0-5-8,4=41/Mechanical Max Horz2=171(load case 4) Max Uplift3=109(load case 5),2=-436(load case 4) Max Grav3=56(load case 4),2=289(load case 1),4=41(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=40,2-3=-54 BOT CHORD 2-4=7 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint 3 and 436 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 J03 ROOF TRUSS 4 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,-Inc -- 1-0-0 1-0-0 Scale.1:6.3 3 5.00 F12 2 c5 d T1 1 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) n/a - n/a TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.10 1-2 >246 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS(Ib/size) 3=99/Mechanical,2=263/0-3-8 Max Horz2=150(load case 4) Max Uplift3=-99(load case 1),2=-615(load case 4) Max Grav 3=285(load case 4),2=263(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-58 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3 and 615 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 J04 ROOF TRUSS 4 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 3-0-0 3-0-0 Scab•1:9.6 3 5.0011 2 T1 B1 4 1 2u4= 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.22 1-2 >128 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=21/Mechanical,2=289/0-5-8,4=41/Mechanical Max Horz2=175(load case 4) Max Uplift3=-107(load case 5),2=-439(load case 4) Max Grav3=59(load case 4),2=289(load case 1),4=41(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-53 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy.category ll,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 Ib uplift at joint 3 and 439 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 J05 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,-Inc (optional) 1-0-0 1-0-0 Scale=1:0.2 3 1 5.00 F172 2 ®1 T1 4 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.10 1-2 >241 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=101/Mechanical,2=280/0-5-8,4=14/Mechanical Max Horz 2=1 31(load case 4) Max Uplift3=-101(load case 1),2=-595(load case 4) Max Grav3=305(load case 4),2=280(load case 1),4=14(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=41,2-3=-65 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 3 and 595 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply PHARD RESIDENCE 0200945 J06 ROOF TRUSS 10 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL, 32226,MiTek Industries,Inc. 5-0-0 f 5-0-0 Scale=1:12.9 3 5.00 12 T1 2 B1 4 1 2x4= 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.02 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.24 1-2 >116 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=97/Mechanical,2=351/0-5-8,4=71/Mechanical Max Horz2=228(load case 5) Max Uplift3=-221(load case 5),2=-406(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=42,2-3=29 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 Ib uplift at joint 3 and 406 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty PlyTSHEPnHARD RESIDENCE 0200945 J07 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-0 7-0-0 3 Sale=1:18.2 5.00 12 T1 2 B1 4 1 2.4= 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.10 2-4 >805 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.45 1-2 >60 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 - Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=160/Mechanical,2=426/0-5-8,4=101/Mechanical Max Horz2=306(load case 5) Max Uplift3=-326(load case 5),2=-407(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=42,2-3=49 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 Ib uplift at joint 3 and 407 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T01 ROOF TRUSS 1 3 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9_0.0 23.0.0 32-0-0 9-0-0 14-0-0 9-0-0 Sale=1:58.6 US= 2x4 II 3x8= 5x5= 4 5 8 7 4X5 5.00 F12 8 3X4 s W5 3 W4 W4 W7 3x4 B 1W2 2 2313 24 yy 14 8212= 12 1114 �1 22 3x8= 20 II 4x5= 18 19 17 20 21 16 15 3z8= 2X4 II 3x4= 7x8= 7x6= Z5052 19_3_8 25-5-0 32-0-0 Plate Offsets(X Y): [4:0-5-4,0-2-4],110:0-3-0,0-1-81,[16:674-0,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.50 13-14 >762 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) 0.40 13-14 >939 BCLL 10.0 Rep Stress Incr NO WB 0.57 Horz(TL) -0.19 10 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:582 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 10=3414/0-5-8,2=3286/0-5-8 Max Horz2=232(load case 4) Max Upliftl0=-3454(load case 3),2=-3586(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=46,2-3=-7452,3-4=6831,4-5=-7147,5-6=-7155,6-7=-7745,7-8=-8229,8-9=13232,9-10=-12525,10-11=44 BOT CHORD 2-18=6800,18-19=6800,17-19=6800,17-20=6351,20-21=6351,16-21=6351,15-16=7075,15-22=7163,14-22=7243, 14-23=12386,13-23=12457,13-24=11737,12-24=11603,10-12=11563 WEBS 3-18=332,3-17=-568,4-17=1741,4-16=989,5-16=-258,6-16=99,6-15=-844,6-14=900,7-14=2907,8-14=-5782, 8-13=5315,9-13=821,9-12=-161 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3454 Ib uplift at joint 10 and 3586 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)3-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)861.71b down and 1028.1lb up at 7-0-12,332.31b down and 402.11b up at 9-0-12,332.31b down and 402.11b up at 11-0-12,332.31b down and 402.11b up at 12-8-12,332.31b down and 402.11b up at 19-3-8,332.31b down and 403.91b up at 20-11-4,332.31b down and 403.91b up at 22-11-4,and 332.31b down and 376.01b up at 24-11-4,and 616.41b down and 689.1 lb up at 26-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf Vert:14=-54.0,4-7=-54.0,7-11=-54.0,2-15=-30.0,13-15=-30.0,10-13=-30.0 Continued on page 2 Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T01 ROOF TRUSS 1 9 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,mil Industries,Inc. J o tional LOAD CASE(S) Standard Concentrated Loads(Ib) Vert: 15=-332.3 17=-332.3 14=-332.3 19=-861.7 20=-332.3 21=-332.3 22=-332.3 23=332.3 24=-616.4 Job Truss-7 Truss Type 7,y PIyJS:HEHARD RESIDENCE 0200945 T02 ROOF TRUSS 1nal TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 11-0-0 21-0-0 32-0-0 11-0-0 10-0-0 11-0-0 smie 61:58.6 5x5= 30= 6x12 4 5 6 5.0012 2x4 II 2x4 7 3 W3 4 3x4 B J 1 12 9 1 2 6xB �1 2x4 II 4x5= 14 13 4x8= axe= 5x5= 2.50 T2 19-3-8 6-5-0 32-0-0 Plate Offsets(X,Y): 6:0-10 4,0 3-0, 9:0-2-4,Ed e LOADING(psf) SPACING 2-0-0 P DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 Vert(LL) 0.52 12 >735 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 Vert(TL) -0.65 12-13 >583 BCLL 10.0 Rep Stress Incr YES 1st LC LL M�2defl= 9 n/a Weight:1591b BCDL 5.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied oro-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/G-5-8 Max Horz 2=261(load case 4) Max Uplift2=-1348(load case 4),9=-1146(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=2518,3-4=-2193,4-5=-2042,5-6=-2128,6-7=-4867,7-8=-4665,8-9=-5041,9-10=20 BOT CHORD 2-14=2305,13-14=2206,12-13=2224,11-12=4667,9-11=4667 WEBS 3-14=-306,4-14=564,5-14=-227,5-13=-133,6-13=-140,6-12=2902,7-12=-203,8-12=-78,8-11=95 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1348 ib uplift at joint 2 and 1146 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T03 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MI1Tek Industries,Inc. o tional 13-0-0 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 Scales 1:58.6 5x5= 6x12= 4 5 4x12 5.00 F12 8 3x4 3 W4 2x4 II 7 VV2 3x4 8 �^ 2 d1 12 8 a 6.8 4.5= 15 1013 2x4 II 1Dd 2x4 11 3x8= 4x8= 5.5= 2.50 12 19-3-8 25-5-0 - - 32-0-0 Plate Offsets(X Y): [5:0-6-0 0-2-71 [9:0-2-4 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.45 12 >836 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.62 12-13 >615 BCLL 10.0 Rep Stress Incr YES WS 0.86 Horz(TL) 0.24 9 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP Nc.2D BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/0-5-8 Max Horz 2=295(load case 4) Max Uplift2=-1312(load case 4),9=-1191(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-2621,3-4=-1990,4-5=-1848,5-6=2027,6-7=-4865,7-8=-4865,8-9=-5040,9-10=20 BOT CHORD 2-15=2402,14-15=2402,13-14=1842,12-13=2534,11-12=4667,9-11=4667 WEBS NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1312 Ib uplift at joint 2 and 1191 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard E2200 Truss Truss Type Qty Ply SHEPHARD RESIDENCE 945 T04 ROOF TRUSS 2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 15-0-0 17-0-0 32-0-0 15-0-0 2-0-0 15-0-0 sca e•1:58.6 5x5= 5x5= 4 5 4x8 6 5.00 F12 3X4 2x4 II 3 7 30 B W1 2 6xB= 11 10Ip 2z4 II �1 14 13 4xB= 4x5= 15 2z4 II 3x8= 5x5= 2.50 12 19-3-8 25-5-0 32-0-0 Plate Offsets(X.Y): 6:0-1-12,0-2-0, 9:0-2-4,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.50 12 >755 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.64 12-13 >591 BCLL 10.0 Rep Stress Incr YES WB 0.96 1st LC LL M0 Udefl= 9 n/a Weight:171 Ib BCDL 5.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/0-5-8 Max Horz 2=329(load case 4) Max Uplift2=-1271(load case 4),9=-1230(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-2528,3-4=-1782,4-5=-1655,5-6=-2008,6-7=-4865,7-8=-4865,8-9=-5040,9-10=20 BOT CHORD 2-15=2320,14-15=2320,13-14=1644,12-13=2273,11-12=4667,9-11=4667 WEBS NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1271 Ib uplift at joint 2 and 1230 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T05 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MIT Industries,Inc. o tional 7-0-0 9-0-0 7-0-0 2-0-0 Scale 1:18.3 4x5= 4 5b4 I T2 Li 2x4\\ 5.00 12 3 W4 of T1 W1 2 19 B7 1 8 2x4= 3x4= 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.02 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.09 1-2 >308 BCLL 10.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.01 6 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/dell=240 Weight:47 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 6=892/Mechanical,2=725/0-5-8 Max Horz 2=425(load case 4) Max Uplift6=-1018(load case 4),2=-641(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-876,3-4=-785,4-5=-0,5-6=-109 BOT CHORD 2-7=798,7-8=405,6-8=405 WEBS 3-7=-144,4-7=517,4-6=-763 NOTES (7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1018 Ib uplift at joint 6 and 641 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 1141.41b up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 7)Use SIMPSON HUS26 to attach T05 to T01. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-5=-117.6,2-6=-65.3 Concentrated Loads(lb) Vert:4=346.5 Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T06 ROOF TRUSS 4 1 o tional TRUE TRUSS INC.,JACKSONVILLE L. 32226,MiTek Industries,Inc. 9-0-0 9-D-0 sale•1:21.0 2x4 II 4 20 5.00 12 W1 3 1 1 2 31 1 3x4= 2x4= 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.22 2-5 >463 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.34 2-5 >308 BCLL 10.0 Rep Stress Incr YES WB 0.14 Hst LC LL Min IO1 5 ldefl=240 Na Weight:43 Ib BCDL 5.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=362/Mechanical,2=486/0-5-8 Max Horz 2=456(load case 4) Max Uplift5=-392(load case 4),2=-518(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-289,3-4=-0,4-5=-118 BOT CHORD 2-5=264 WEBS 3-5=-288 NOTES (5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 Ib uplift at joint 5 and 518 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Use SIMPSON HUS26 to attach T06 to T01. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T09 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. (optional) 5-0-0 9-0-0 5-0-0 4-0-0 Snl9-1:18.5 5x5= 5x5= 3 4 12 w w2 5.Do 12 w B2 T1 1 g 2 4.8= 2x4 II d Id 2.50 12 1 3x4 5-1-8 9-0-0 Plate Offsets(X Y): r6:0-4-0,0-1- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.08 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.09 1-2 >312 BCLL 10.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.03 5 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=646/Mechanical,2=675/0-5-8 Max Horz 2=325(load case 4) Max Uplift5=-679(load case 4),2=-720(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-1337,3-4=-1228,4-5=-553 BOT CHORD 2-6=1243,5-6=-O WEBS 3-6=91,4-6=1286 NOTES (8) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 Ib uplift at joint 5 and 720 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)157.51b down and 518.81b up at 5-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)Use SIMPSON HUS26 to attach T09 to T01. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54.0,3-4=-90.6,2-6=-50.3,5-6=-50.3 Concentrated Loads(lb) Vert:3=157.5 =002'00945TIO Truss Type 70ty -ply ��SHEPHARD RESIDENCE ROOF TRUSS 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-0 9-0-0 7-0-0 2-0-0 saie•1:16.5 5x5= 42x4 II 3 T2 w W2 W3 d 5.00 12 B2 T1 65X5= 3.4= ry ry 2 2 50 12 3x4 6-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.04 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.09 1-2 >312 BCLL 10.0 Rep Stress Incr YES WB 0.11 7 t LC LL Mo IO1 5 ldefl=240 n/a Weight:39 Ib BCDL 5.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=362/Mechanical,2=48610-5-8 Max Horz 2=383(load case 4) Max Uplift5=-366(load case 4),2=-544(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-421,3-4=0,4-5=-50 BOT CHORD 2-6=393,5-6=286 WEBS 3-6=232,3-5=-394 NOTES (7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 366 Ib uplift at joint 5 and 544 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Use SIMPSON HUS26 to attach T10 to T01. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T11 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. (optional) 9-0-0 9-0-0 swe 1:21.0 2.4 II 4 1 W3 5.00 12 3x4 14 a 3 V2 B2 2 fi 5z5= 4x5= d 3 2.50 12 3x4 4-2-0 2 0 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.05 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.09 1-2 >312 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.02 5 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=362/Mechanical,2=486/0-5-8 Max Horz 2=454(load case 4) Max Uplift5=-394(load case 4),2=-516(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-845,3-4=0,4-5=-123 BOT CHORD 2-6=785,5-6=728 WEBS 3-6=292,3-5=-748 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 394 Ib uplift at joint 5 and 516 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Use SIMPSON HUS26 to attach T11 to T01. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply SHEPHARD RESIDENCE 0200945 T12 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9-0-0 9-0-0 Sala•1:21.0 294 It 4 U3 5.00 12 394 i 1 3 B2 2 0o 5 la�d 595= 4.5= 1 2.5012 394= 2-2-0 9-0-0 LOADING(psf) SPACING 2-0-0 CSI TEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56L) -0.12 5-6 >868 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42L) -0.18 5-6 >585BCLL 10.0 Rep Stress]nor YES WB 0.67 LL Min Udefl= 5 n/a Weight:46 Ib BCDL 5.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=362/Mechanical,2=486/0-5-8 Max Horz 2=454(load case 4) Max Uplift5=-394(load case 4),2=-516(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=1059,34=0.4-5=-177 BOT CHORD 2-6=968,5-6=873 WEBS 3-6=335,3-5=-877 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 394 Ib uplift at joint 5 and 516 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Use SIMPSON HUS26 to attach T12 to T01. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JSHEPHARD RESIDENCE 0200945 T14 ROOFTRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek IndustriesInctional 7-0-0 25-0-0 32-0-0 7-0-0 18-0-0 7-0-0 Sale=1:58.3 5za= 3x4_ 214 11 4x8= 5.00 12 4 5 72 8 7 3x4 s 3 W4 NS Vv6 2 '4 13 �1 14 5x8= 8 h 48= 2x4 It t2 250 111 5.8 3z8= = 1U 4z5= 2x4 II 6-2-12 12.0-0 32-0-0 Plate Offsets-(X.Y: 2:0-2-4,Ed a 4:0-5-12,0-2-8 7:0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.65 12 >582 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.66 12-13 >573 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.26 6 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:151 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-3-8 oc bracing. REACTIONS(Ib/size) 2=1448/0-5-8,8=1448/0-5-8 Max Horz 2=1 94(load case 5) Max Uplift2=-1401(load case 4),8=-1193(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-5052,3-4=-4851,4-5=-3295,5-6=-3438,6-7=3438,7-8=-2595,8-9=21 BOT CHORD 2-14=4683,13-14=4683,12-13=3734,11-12=3313,10-11=2388,8-10=2378 WEBS 3-14=90,3-13=-111,4-13=2033,4-12=-418,5-12=-365,5-11=138,6-11=-344,7-11=1154,7-10=199 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1401 Ib uplift at joint 2 and 1193 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply �SHEPHARD RESIDENCE 0200945 T15 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9-0-0 23-0-0 32-0-0 9-0-0 14-0-0 9-0-0 Scale=1:59.3 SA 20 11 3xB= 5x5= 4 5 8 7 5.00 12 2.4 2x4 8 3 W5 9 r 214 10)d o�^1 a Sx8= _ d1 13 12 11 4x5 4xS= 3x8 2.SD12 = 8x12= 2x4 II 6-2-12 12-0-0 32-0-0 Plate Offsets X,Y: 2:0-2-4,Ed e, 4:04-0 0-2-2 13:0-6-0,0-2-4 LOADING(psf) SPACING 2-0-0LWEB I DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 0.79 Vert(LL) 0.56 14 >673 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 1.00 Vert(TL) 0.61 13-14 >616 BCLL 10.0 Rep Stress Incr YES 0.80 Hst LC L)L M-0-25 Udefl=240 Na Weight:16D Ib BCDL 5.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/0-5-8 Max Horz2=-228(load case 5) Max Uplift2=-1377(load case 4),9=-1138(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-4957,3-4=-4811,4-5=-2588,5-6=-2588,6-7=-2231,7-8=-2390,8-9=-2633,9-10=21 BOT CHORD 2-14=4609,13-14=2677,12-13=2728,11-12=2728,0-11=2405 WEBS 3-14=-83,4-14=2483,4-13=-55,5-13=-225,6-13=-171,6-12=161,6-11=609,7-11=654,8 11=-217 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1377 Ib uplift at joint 2 and 1138 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T16 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. optional) 11-0-0 21-0-0 11-0-0 32-0-0 10-0-0 11-0-0 SCele=1:58.3 602 3x4= 5x5= 5 5 mm7 5.00 12 214 II 4 3.4 i 5 2x4 8 3 2 13 8 j 08 m 2x4 II 10]d 12 71 d 2.50,2 5x5= 3x8= 4x5 = 6-2-12 12-0-0 32-0-0 Plate Offsets X Y: 2:0-2-4 Ed e, 5:0-10-4,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.61 13 >618 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.68 11-12 >560 BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.26 9 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:160 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-7 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/0-5-8 Max Horz 2=-261(load case 5) Max Uplift2=-1347(load case 4),9=-1145(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-5026,3-4=-4900,4-5=-4902,5-6=-2091,6-7=-2042,7-8=-2193,8-9=-2518,9-10=21 BOT CHORD 2-14=4649,13-14=4649,12-13=2159,11-12=2194,9-11=2305 WEBS 3-14=90,3-13=-28,4-13=-207,5-13=2964,5-12=-104,6-12=-158,6-11=211,7-11=564,8-11=-306 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition 1 enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1347 Ib uplift at joint 2 and 1145 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T17 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 13-0-0 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 SaJ.:1:58.3 Us= 5z5= 6 7 4x12 G 5.00 F12 5 3x4 2x4 11 W7 8 4 A 3x4 i W9 0 3 8 _ 2 14 15 6z8= �1 2x4 11 13 12 11 05 4.8 2.50 12 5x5= 3z6= 20 11 6-2-12 12-0-0 32-0-0 Plate Offsets KO: 2:0-2-4 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.54 14 >703 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 13-14 >647 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.24 9 n/a BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/deft=24o Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-4-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1448/0-5-8,9=1448/0-5-8 Max Horz2=-295(load case 5) Max Uplift2=-1312(load case 4),9=-1190(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-5026,3-4=-4900,4-5=-4900,5-6=-2090,6-7=1848,7-8=-1990,8-9=-2621,9-10=21 BOT CHORD 2-15=4649,14-15=4649,13-14=2485,12-13=1830,11-12=2402,9-11=2402 WEBS NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1312 Ib uplift at joint 2 and 1190 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ' Job Truss Truss Type Qty Ply SHEPHARD RESIDENCE 0200945 T18 ROOF TRUSS 3 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. o tional 5-0-0 27-0-0 5-0-0 32-0-0 22-0-0 5-0-0 Scales 1:58.6 5x5= 3x8= 2x4 II 6.12= 5.00 12 3 43x8 3x8= 5x5= 6 7 B W 2 F 16 7212 'h 1 5x8= 2x4 11 '74 4z5= 14 13 lot 1"130— 2.50 12 2z4 4x12= 2x4 11 3x4= 5-4-8 12_0_0 32-0-0 Plate Offsets X Y: r13:0-2-0 0-2-0 LOADING(psf) SPACING 2-0-0:EBIC I DEFL in (loc) I/deft PLATES---------------------- GRIP TCLL 20.0 Plates Increase 1.25 0.80 Vert(LL) 1.21 15 >314 MII20 TCDL 7.0 Lumber Increase 1.25 0.76 Vert(TL) 1.01 14 >375249/190BCLL 10.0 Rep Stress Incr NOB 0.89 Horz(TL) -0.33 9 n/a BCDL 5.0 Code SBC/SBCCI 1 st LC LL Min I/deft=240 Weight:466 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. REACTIONS(Ib/size) 2=2284/0-5-8,9=2284/0-5-8 Max Horz 2=178(load case 4) Max Uplift2=-2301(load case 4),9=-2137(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=-8500,3-4=-8785,4-5=-14875,5-6=-14875,6-7=-8159,7-8=-4391,8-9=-4701,9-10=21 BOT CHORD 2-18=7905,17-18=7905,16-17=12300,15-16=12300,14-15=120,5-15=-377,13-14=0,12-13=7053,11-12=7053,9-11=4296 WEBS 3-17=3233,4-17=-3727,4-16=160,4-15=2691,13-15=8347,6-15=6874,6-13=-1947,7-13=1206,7-12=241,7-11=-2902,8-11=1400 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2301 Ib uplift at joint 2 and 2137 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)3-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)157.51b down and 518.8Ib up at 27-0-0,and 157.51b down and 518.81b up at 5-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54.0,3-8=-88.3,8-10=-54.0,2-17=-49.1,15-17=-49.1,9-14=-49.1 Concentrated Loads(lb) Vert:3=-157.5 8=-157.5