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358 19th St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: —rr" J,3kyk S4t� Phone # 14( Li 2�3 Contractor: ��--tt Phone # Permit#: �Z_ , r Date Issued: 43 0.z— Building Inspections: Footing -o Slab -7- 1,4- 03 Tie Beam Lintel Nailing / Sheathing Framing / Cover Up 0 iro _ Insulation q;)J'7 0 Final Building - Tree Permit# YES NO Electrical Permit# © ^ Z�g,7 r Date/Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# I ocZ - dyg 7 Inspections: Rough 19 tj�c5 Final . 3 Plumbing Permit# OZ-Z-4'9& c)3 - ZG32-7 Inspections: Rough / Underslab -'r -03 Topout L7-1/.03 Water/Sewer Final 2 -2. Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r� r=j�i31�r" Application Number . . . . . 05-00030060 Date 4/14/05 Property Address . . . . . . 358 19TH ST Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 30000 Owner Contractor - ------------------------ ----------------------- MARSHALL, MARGO & JOHNSON, TIM VIKING POOLS OF JACKSONVILLE 358 19TH STREET 10702 HOOD ROAD S ATLANTIC BEACH FL 32233 SUITE 2 JACKSONVILLE FL 32257 (904) 886-8997 ------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . STARTED WITHOUT PERMIT Permit Fee . . . 540 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 30000 Fee summary Charged Paid Credited Due ----- ---------- ----- Permit Fee Total 540 . 00 540 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 540 . 00 540 . 00 . 00 . 00 L PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 9 BUILDING OFFICIAL PREPARED 4/08/05 , 8 : 59 : 39 PAYMENTS DUE RECEIPT CITYIOF ,ATLANTIC BEACH PROGRAM BP820L ---------------------- --------------------------------------------- ---- APPLICATION NUMBER: 05-00030060 358 19TH ST FEE DESCRIPTION AMOUNT DUE ---------------------------- --------------------------------------- ---- PLAN CHECK FEES 90 . 00 BUILDING PERMIT 180 . 00 TOTAL DUE 270 . 00 X2 Please present this receip to the cashier with full payment . a�� ov+ CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENT D. Ford J � 800 Seminole Road oerr Atlantic Beach,Florida 32233 rV' If (904)247-5800 FR C E 1 V E U (904)247-5845 Fax ATLANTIC BEACH www.coab.us DING &ZONING PLAN REVIEW COMMENTS R 0 7 2005 Permit Application # C7 E- 5 00 CPQ BY: Property Address: g } Applicant: V1 1<4 Q r b0L-S Project: �]Cw [,(::>C Thhispermit application has been: [' Approved Reviewed and the following items need attention: Please re-submit your appli ation when these items have been completed. Reviewed By: Date: Date Contractor Notified: RE CEiVE LD CITY OF ATLANTIC BEACH BUILDING &ZONING CITY OF ATLANTIC BEACH Y sa POOL PERMIT APPLICATION APR U 1 2005 Date: r Job Address: 1��k ST H-��c.y.��C 13eo r 32z 3 3 Owner: �na�S�a<< Phone: 7�0 3- 34 3 Contractor: SC"o++ 1�e��f`^°-� 3ci-y, Phone: 927(o- $9`1-1 Address: \0�Oa- (�Do� l`c7l S �4x F( 21A5 ]Fax: G9(0 - LnL(L City : & - State: Zip Code: 3 aaS 7 Valuation of Proposed Construction: o 0 C) Gallons: ,(000 o *Impervious Surface Calculation: D-Q • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. 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. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 rr>,�arlJ� CITY OF ATLANTIC BEACH cc: Q. Ford r� P1 BUILDING / ZONING DEPARTMENT r� 800 Seminole Road Doerr J A„ t Atlantic Beach,Florida 32233 '!J,'31� (904)247-5800 R E C E I V E (904)247-5845 Fax CITY OF ATLANTIC BEACH www.coab.us BUILDING &ZONING PLAN REVIEW COMMENTS APR 0 7 2005 Permit Application # r�5— BY: C Property Address: �� ( q —r14 "�T Applicant: V, l'Lc E=�G 'T�c�L"S Project: t3EJ This permit application has been: CE�Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: Wimp, DECEIVED CITY OF ATLANTIC BEACH syL��r CITY OF ATLANTIC BEACH BUILDING &ZONING POOL PERMIT APPLICATION APR U 7 2005 Date: Job Address: 3 VAX,` Sz A-�t�..� `C Vec�c� r 3'LZ 3-3 Owner: mo-rsi,CJ k `i Phone: 163- 0143 Contractor: SC o+'A- t(n oi l Phone:G99(v-- g ci cl 7 Address: � -I Oa.— gDoA (ZA S Ly- Ft 31157Fax: O9(o — LA944 City : &i<— State: Zip Code: 3 aaS Valuation of Proposed Construction: 0.000 Gallons: _V0000 *Impervious Surface Calculation: Q V c Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. 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. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.11.us Revised 3/04 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: 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. Date: Signature of Contractor: AS TO OWNER: Sworn to and subscribed before me this day of 20 C6 State of Florida,County of Duval Notary's Signature: ❑ Personally known �'�Y rr Josette A Rethmel ;�. +, r MY COMMISSION# DD198429 EXPIRES 007 Produced Identification RF�y?� yBO,NNDED TH April OY FAI 94&URANM wC Type of Identification Produced AS TO CONTRACTOR: /] Sworn to and subscribed before me this day of �� '20 OT State of Florida,County of Duval CHERYL B. F ORN E R �0 votary Public, State of Florida Notary's Signature: ,,;y comm. exp, Dec. 22, 2006 personally known OtilrTl• ��10. DD 173474 ❑ Produced Identification Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 Doc # 2005115371, OR BK 12396 Page 880, 1 of 1 Filed & Recorded 04/07/2005 at 12:12 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT "tEpAAc_94M ermd No. Tax Foto No. ..ate of r1 Y County of J To whom It may concerts: The undersigned hereby informs you that Improvements gem to s xtaIW In Nspi y,andICE In accordance with Section 713 of the Florida Statutes, OF cOMMENCENENT. + A being Legal description of property improved:LOT SC',yL 1�1r� ,�n,t 0 1 -^ .,dress of property being unproved: 3zz 3 3 General description of Improvements: t` Y ou Wrier 11c ill l Address ec<I-- 2233 j Owners interest in site of the improvement e(L I^^ 1 e -ee Simple Titleholder Cif other than owner) Name f i^) Address \ ti CariradDr Y 11 C r uu1' i i n r YYY Address l D 7 D:a- n )-)u c( J c.X 32 7 Phone No. g8 s b- CDq`1 ] Fax No. Surety Of any) Address Amarnt of bond i Phone No. Fax No. blame and address of any person making a loan for the construction of the improvements. Name Address Phone No. Felt Na Name of person within the State of Florida,other than himself,designated by owner upon whim notices or other documents may be served: ime Address Pion No. Fax No. in addition to himself,owner designates the following person to receive a copy of the Lienors Notice as Provided In Section 713.06(2)(b).Florida Statutes.(Fal in at Owners option). Name Address M Phone No. Fax No. �piraf3on date of Notice of ConunenoemOnt(the expiration date is one(1)year from the date of recording U doss a i uwarent date is specified): NIS SPACE FOR RECORDER'S USE ONLY OWN Signed: Data: Before me osis day of in the County of Duval.State of Fluids,has Personally appeared Notary P6bk at Large.Stela�Fbrida,�ountynr MIT My val My commission expires: � Ot1V 1 PersonallyKnown or Produced ldentificatlm S2 Q I cs/1t Yom, )osette A Rethmel : .;MYCOMMISSION# 00198429 EMRLS April 4,2007 ",'I„�.'ryd:• 9M1pfD 7HRV iROY few INSUPANCE IIIC 1 1/2" 90° BEND 12" AIR GAP 1 1/2" TEE �(TYP. OF 2) (MIN.) SEE NOTE 8 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM CROSS OR TEE TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" \—1 1/2"VENT PIPING 3 MAIN DRAIN SUMPS WITH GRATES MINIMU (SEE NOTE 1) OR ANTI-VO44 PLATES (TYP. 2 PLACES V-6" MIN.TYP. REDUCER (SEE NOTES) MAIN SUMP (SEE` 9) CROSS OR VENT TEE, NOTES: ( 1. MAIN DRAIN GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8M, MAX DISTANCE 1'-O" "SUCTION FITTINGS FOR USE IN SWIMMING POOLS,SPAS,HOT TUBS, FROM MAIN DRAIN TEE)J AND WHIRLPOOL BATHTUB APPLIANCES." GRATES MUST BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM SUCTION VELOCITY OF 1.5 FT/S THROUGH THE GRATE. PIPINGZI 2. SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND. TO 3. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 424.2.6.6 RECIRCULATION OF THE FLORIDA BUILDING CODE. PUMP 4. POOL OR SPA SHALL NOT BE OPERATED IF SUCTION INLET GRATE IS MISSING, BROKEN,OR LOOSE. 5. DRAIN GRATES INSTALLED IN SPAS MAY BE LOCATED ON TWO SCH 40 SCH 80 DIFFERENT PLANES, I.E.ONE ON THE BOTTOM AND ONE ON THE SUCTION PIPE MAX FLOW MAX FLOW VERTICAL WALL, OR ONE EACH ON TWO SEPARATE VERTICAL WALLS. DIAMETER (GPM (GPM) 6.SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN ) THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE 63 55 PUMP. 2" 7. INSTALLATION SHOWN APPLIES TO SINGLE PUMP SYSTEMS ONLY. 2 1/2" 90 79 ADDITIONAL INSTALLATIONS ARE REQUIRED FOR ADDITIONAL PUMPS. 138 124 8. OUTLET OF 1 1/2" BEND SHALL BE 12"MINIMUM ABOVE GROUND 3" LEVEL, POOL DECK,OR MAXIMUM POOL WATER LEVEL,WHICHEVER IS 4" 238 215 GREATER. 9. MAIN DRAIN SUMP OUTLET PORT MUST BE SAME DIAMETER OR 6" 540 488 LARGER THAN SUCTION LINE EXITING SUMP. A P P R(54(Tt) 04/04/05 SWIMMING POOL MAIN DRAIN DETAIL FORIT B°ATL Afffltttn��u r N.T.S. MARSHALL RESIDENCE APR R NAME: MARSHALL.dwg NORTH BEACH ENGINEERINGIN,. CONSULTING ENGINEERS REGISTERED ENGINEER 3611-14 ST.JOHNS BLUFF ROAD SOUTH,JACKSONVILLE,FL 32224 (904)493-6500 FAX(904)493-6501 JAMES E.LePETRIE,JR. FL.#56714 O �L O T 1 BL 0 CK` ---` AS SHO WN ON PLA 1 SEL VA MARIAl UNIT NO. 2-A AS RECORDED IN PLAT BOOK 36 PAGES 64 OF THE CURRENT PUBLIC RECORDS OF DUVAL C GRAPHIC SCALE o 10 20 40 so ( IN FLET ) i inch s 20 ft. H I 19TH STREET (60' R/W) SET PK NAIL N 89'35'07" E 201 . 49 C PI Ati- -` _ nnirp •na Z C4g. ,C CL INT (]Fp This app ) FND PK N zoning, (Isubdivision 1<Itid�oG" ( NO I.D. I developmlent regu{atlona.b1A d fia. � ce approval ff11 a iasuanoe of P. ae„{ical!tt L4 with Fiori utldin9 Code ind aN 01t1�r I o local, St nd FederN permittMg neo must be ted by signature of the City c, :.. Beach B 9 Otfic 10rIW 1D v �� w � Building PBrmit. 2b.13' 20.21 ' N 89'35 07 E 80.00 ((')(M) r �m u eve opannt I Date: .C60CRETE ,3'C NCREIE DRIVEWAY SISEWALK Q — DENOTES ;l NO ID 10.70 20.10' '; CONCRETE Ln 10.5' �4 u i.3'4,75' Z O .G.5 O O p Ni I"i tr ONE STORY SIDING oz�5�m z' Wcn ON . FRAME0 Ln Ln o r F.F. ELEV. 15.11; ';. W �, v o z U r= M ) t° GAR. ELEV. 14,56 c:l O =r*i> -<z nZw HOUSE# 358 KRrXw-<�c Q w z� ern �. 10.4' 0 �. ZV my �,5.65't~ 'qq.VERED Q' � >Orn�_ 23.70' 0D CONCRET 6.7�'_ — 9.85 �0> -2 c r-D 10.50' — 2� 10H c $ JG ^$k r — FND RM D v r r� v N 89'35'07" I E: ADDED FINAL SURVEY (12/17/03) (MEL) D: ADDED FOUNDATION LOCATION SURVEY (9/22/03) (PLG) MARGO MARSHALL & C: ADDED BUILDING RE—STAKE (4/28/03) (N G) SUNTRUST MORTGAGE 9: ADDED BOUNDARY do BUILDING STAKEOUT SURVE" ( 0 ) (I'IIS RICHARD MOREHEAD, F A: ADDED TREE SURVEY (12/09/02) (JEW) D FOR: COPPENBARGER HOMES, INC. CERTIFIED. TO: STEWART TITLE OF JA( BARTRAM TRAIL SURVEYING, INC . - I — Il( .Oi'\►f ':T CONSTTT,TANTS -1 Q VI C) vi a E T i O J a cf� 75 `J o� 7 iy C nCIA Q? s -.yam o J Z _ o o ��° y r v ' V// .� rn T -9 o X Ly `J) z b9 - - J Lb 9-1 Q dJ `n �o C'V`- v CL- Ih 1��'1 't�aS�t 00-1,1 moo ,s.A Lu FT 1 0 2 A i GO 4 W I M n s J9_ o o -� +� W y e `� 9 O y 7` >� �w J � t Z_ „gam �5� 1 1/2"TEE 1 1/2" 900 BEND 12"AIR GAP �(TYP. OF 2) (MIN.) SEE NOTE 8 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 ' FEET FROM CROSS OR TEE TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" 1 1/2"VENT PIPING T-0" MAIN DRAIN SUMPS WITH GRATES MINIMUM (SEE NOTE 1) OR ANTI-VORTEX PLATES (TYP. 2 PLACES) 1'-6" MIN.TYP. REDUCER (SEE NOTES) y aOpQ��0000��pD� aD0�0��00��0��opDo MAIN DRAIN SUMP (SEE NOTE 9) CROSS (OR VENT TEE, NOTES: 1. MAIN DRAIN GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8M, MAX DISTANCE V-0" "SUCTION FITTINGS FOR USE IN SWIMMING POOLS,SPAS,HOT TUBS, FROM MAIN DRAIN TEE) AND WHIRLPOOL BATHTUB APPLIANCES." GRATES MUST BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM SUCTION VELOCITY OF 1.5 FT/S THROUGH THE GRATE. PIPING 2. SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF TO SIX(6)FEET PER SECOND. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 424.2.6.6 RECIRCULATION OF THE FLORIDA BUILDING CODE. PUMP 4. POOL OR SPA SHALL NOT BE OPERATED IF SUCTION INLET GRATE IS MISSING, BROKEN,OR LOOSE. SCH 40 SCH 80 5. DRAIN GRATES INSTALLED IN SPAS MAY BE LOCATED ON TWO DIFFERENT PLANES, I.E. ONE ON THE BOTTOM AND ONE ON THE SUCTION PIPE MAX FLOW MAX FLOW VERTICAL WALL,OR ONE EACH ON TWO SEPARATE VERTICAL WALLS. DIAMETER (GPM) (GPM) 6.SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE 2" 63 55 PUMP. 7. INSTALLATION SHOWN APPLIES TO SINGLE PUMP SYSTEMS ONLY. 2 1/2" 90 79 ADDITIONAL INSTALLATIONS ARE REQUIRED FOR ADDITIONAL PUMPS. 3" 138 124 8. OUTLET OF 1 1/2"BEND SHALL BE 12"MINIMUM ABOVE GROUND LEVEL, POOL DECK,OR MAXIMUM POOL WATER LEVEL,WHICHEVER IS 4" 238 215 GREATER. 6" 540 488 9. MAIN DRAIN SUMP OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION LINE EXITING SUMP. DATE: 04/04/05 SWIMMING POOL MAIN DRAIN DETAIL FOR SCALE: N.T.S. MARSHALL RESIDENCE DRAWING NAME: MARSHALL.dwg NORTH BEACH ENGINEERING INC. CONSULTING ENGINEERS 3611-14 ST.JOHNS BLUFF ROAD SOUTH,JACKSONVILLE,FL 32224 (904)493-6500 FAX(904)493-6501 "E�srEaEo� E" JAMES E.LEPETRIE,JR. FL.456714 1 1/2" 90° BEND 12" AIR GAP 1 1/2" TEE �(TYP. OF 2) (MIN.) SEE NOTE 8 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM CROSS OR TEE TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" 1 1/2"VENT PIPING T-0" MAIN DRAIN SUMPS WITH GRATES MINIMUM (SEE NOTE 1) OR ANTI-VORTEX PLATES (TYP. 2 PLACES) V-6" MIN.TYP. REDUCER f (SEE NOTES) aooaQQ��QQQ0000 aaoEHIM00000 MAIN DRAIN SUMP (SEE NOTE 9) CROSS (OR VENT TEE, NOTES: 1. MAIN DRAIN GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8M, MAX DISTANCE V-0" "SUCTION FITTINGS FOR USE IN SWIMMING POOLS,SPAS,HOT TUBS, FROM MAIN DRAIN TEE) AND WHIRLPOOL BATHTUB APPLIANCES." GRATES MUST BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM SUCTION VELOCITY OF 1.5 FT/S THROUGH THE GRATE. PIPING 2. SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF TO SIX(6)FEET PER SECOND. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 424.2.6.6 RECIRCULATION OF THE FLORIDA BUILDING CODE. PUMP 4. POOL OR SPA SHALL NOT BE OPERATED IF SUCTION INLET GRATE IS MISSING, BROKEN,OR LOOSE. 5. DRAIN GRATES INSTALLED IN SPAS MAY BE LOCATED ON TWO SCH 40 SCH 80 DIFFERENT PLANES, I.E. ONE ON THE BOTTOM AND ONE ON THE SUCTION PIPE MAX FLOW MAX FLOW VERTICAL WALL,OR ONE EACH ON TWO SEPARATE VERTICAL WALLS. GPM GPM 6.SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN DIAMETER (GPM) (GPM) THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE 2" 63 55 PUMP. 7. INSTALLATION SHOWN APPLIES TO SINGLE PUMP SYSTEMS ONLY. 2 1/2" 90 79 ADDITIONAL INSTALLATIONS ARE REQUIRED FOR ADDITIONAL PUMPS. 3" 138 124 8. OUTLET OF 1 1/2"BEND SHALL BE 12"MINIMUM ABOVE GROUND LEVEL, POOL DECK,OR MAXIMUM POOL WATER LEVEL,WHICHEVER IS 4" 238 215 GREATER. 6" 540 488 9• MAIN DRAIN SUMP OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION LINE EXITING SUMP. DATE: 04/04/05 SWIMMING POOL MAIN DRAIN DETAIL FOR SCALE: N.T.S. MARSHALL RESIDENCE DRAWING NAME: MARSHALL.dwg NORTH BEACH ENGINEERINGINC. � I CONSULTING ENGINEERS '�\ 3611-14 ST.JOHNS BLUFF ROAD SOUTH,JACKSONVILLE,FL 32224 (904)493-6500 FAX(904)493-6501 REG1$TEgEpE TRIER JAMES E.LePETRIE,JR. FL.#56714 r .ffya; CITY OF ATLANTIC BEACH p 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address 05-00030158 Date Tenant nbr, name 358 19TH ST 4/25/05 Application descriptionPOOL WIRING Property Zoning ELECTRIC ONLY Application valuation TO BE UPDATED 0 Owner ------------------------ Contractor MARSHALL, MARGO & JOHNSON, TIM ------------------------ 358 19TH STREET DAVID PRUETTES ELECTRICAL SVC. ATLANTIC BEACHFL 32233 331-8 PARKRIDGE AVE ORANGE PARK -- '-------------------- (904) 272-7225 FL 32065 ------- ------------- Permit ELECTRICAL PERMIT Additional desc Permit Fee Issue Date 75 ' 00 Plan Check Fee • Valuation • 00 Fee summary Char ed 0 -------- ---____-_ g Paid Credited Due Permit Fee Total 75 . 00 ------ Plan Check Total 75 ' 00 ----- ----. 00 Grand Total 75 . 00• 00 00 ' 00 . 00 . 00 75 . 00 . 00 . 00 PE IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA B G CODES,. BUILDING OFFICIAL �-G Cron CITY OF ATLANTIC BEACHt s ELECTRICAL PERMIT APPLICATION fiL,i3>. Date: 12-1 C7S Property Address: g St Owner: V*106 P�l!S Telephone#: Contractor: efLte; S Telephone#: Contractor Address:,33�-g fnNe- dQe 4Ue Fax#:(cl C)4i SD9-V-311 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 ice listed therein. Building: Bu ing Type: ❑ Trailer Service: If other construction is ❑ >iew ar Residence ❑ Temp. El New being done on this building p/ Or site,list the building Old 13Commercial ElSigns ElIncrease Permit number. ❑ Re-wire ❑ Addition _ Sq.Ftt_ ❑ Re air C,� 0060 O � e Conductor Size: ANF Switch or RACE Breaker AMP' VOLT WAY Existing Service RACE Size AMP! 6X_ VOLT v WAY Feeders: NO. Lighting Outlets CON( — Receptacles CON( Mpg Switches Incandescent Fluorescent & M.V. Fixed 0.100 d 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 1 c7 L1NDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous {rZ f 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us •SS, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 T 'V Jlilt Application Number 05-00030453 Date 7/05/05 Property Address . . . . . . 358 19TH ST Tenant nbr, name . . . . . . SCREEN POOL ENCLOSURE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7800 Owner Contractor ------------------------ ------------------------ MARSHALL, MARGO & JOHNSON, TIM CROWN ENCLOSURES 358 19TH STREET ` 13114 MANDARIN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223 ------ -----Permit . BUILDING PERMIT Additional desc - 35 . 00 Permit Fee 70 . 00 Plan Check Fee Issue Date . . . Valuation 7800 Fee summary Charged Paid Credited ----Due--- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "� , r BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: s BUILDING / ZONING DEPARTMENT D. Ford ins 800 Seminole Road v Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 30 453 Property Address: < � Q4h �l Applicant: Crow f k,o,I Project: CI if � An L riyl a D rc This permit application has been: OOZApproved Reviewed and the following items need attention: Please re-submit your application when these items have been completed.. Reviewed By: Date:tj lr`�- Date Contractor Notified: LOT 1 BL 0 CLISj -0 WN ON PLA '1 SEL VA MARL-� zl L rN.L.T NO. 2-A AS RECORDED 1N PLAT BOOK 36 PAGES 4____ Oi TH CURRENT P�_;?UC RECORDS OF DUVAL C GRAPHIC SCALE 0 10 20 40 so ( IN FLET ) 1 inch s 20 fL. # 358; >—� I 19TH. STREET (60 RAW) SET PK NAIL LB# 699' N 89'35'07" E .., _ 201 49' C) P' T PI 121 .49'(C)( CL INT I FND PK N NO 1.D. Iw I$ to 20.13' 20.21 ' N 89'35'07" E R0 00'(P)(`"O CONCRETE 3'CONCRF IE DRIVEWAY SIDEWALK — DENOTES NO ID CovEM- 1 0.7020.10' CONCRETE I Lo U) 10.5' 2'3',l 7 5 Z O G.5 O O O N !V v+ r ONE STORY SIDING _'_ O (,,4 u ON . FRAME oz CZz< F.F. ELFV15.1 (; ^r,gypp2° 2D m I;AR. EFV111..r6 n�a �� w HOUSi 35 m0X c y g� 10. D _ Co c,5.65'�' CQQVERED c 23.70' co CONCRET� • 6 7' Lo 10.50' f _ 9.85 P Ln' j i •*tis —\ O NO «_ •� 7 nX 7) FNO N 89'35'07 E E; ADDED FINAL SURVEY (12/17/03) (MEL) D: ADDED, FOUNDATION LOCATION SURVEY (9/22/03) (PLO) MARGO MARSHALL & C: ADDED BUILDING RE—STAKE (4/28/03) (NJG) r �� SUNTRUST MORTGAGE 8: ADDED BOUNDARY do BUILDING STAKEOUT SURV._Y , RICHARD MOREHEAD, A: ADDED TREE SURVEY (12/09/02) (JEW) D FOR: COPPENBARGER HOMES, INC. CERTIFIED, To: STEWART T1TLElOF.-J. BARTRAM TRAIL Vit.; R,VEYING , INC . NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of 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: A -ON o' Address of property being improved:_ 35A6 General description of improvements: _.� �Af u1�oCX�CaOSy�l Owner Address -�2 33 Owner's interest in site of the improvement4 Fee Simple Titleholder(if other than owner) Name 4Cpn Address tractor --t Cn,((-� ��r -4yVs Q l(()VJjn -fr ry( C» )y S vac• Address'--�C)-;iTl. Phone No. ,�-C`�a L P ____ 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 imprpvements. 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 Name 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 Phone No. Fax No. Expiration date of Notice of Co mencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Qa 0 Date:3f—'— Before me this • r y da of d ` �U`r in e Doc#2005198629,OR BK 12516 Page 1007, County of Duval,State of Florida,has personally apeared Number Pages:1 Filed&Recorded 05/31/2005 at 12:26 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY L RECORDING$10.00 l (Notary Pu Iic at Large, State of lorida, County of Duval My commission expires:. i l I DOW-] Personally Known �'`''or Produced Identification _1�1�'l V E4 Lf U'��'L✓ �"•'� •, 3osetteA Rethmel .r = MYCOMMISSION# DD198429 EXPIRES April 4,2007 BONDED THRU TROY FAIN INSURANCE,INC RECEIVEQ CirY OF ATLANTIC BEACH i CITY OF ATLANTIC BEACH L!I J3 BLDINr ,� 7C1N'nl= r BUILDING PERMIT APPLICATION MAY 31 2005 f (Alterations &Additions) BY, Date: i Job Address: Owner of Property: `( . Address: 5�b �� Telephone: �MG,,`Ct Legal Description: Block Number: u .L uTber: Zoning District: . �J. \A-k Contractor: ��`c CGx c rc `-1 ee lvState License Number: Contractor Address: p b-I. '3 a�5 �� \\ " a' � Telephone: lzx �3`cSl�'Csp'�ll_p Fax: (NLA Describe proposed use and work to be done: ?00� �L.t�C IOS��✓-� Present use of land or building(s): Q!a Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? NvU New electrical or increase in service? _ Add plumbing fixtures? _ Add fireplace? �� Add heating/air conditioning?�— Is approval of Homeowner's Association or other private entity required? k�,Y) —If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to thoriginal impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 904-247-5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Revised 8/04 Page 2 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct Signature of owner— Date: 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 an correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this + day of C\ 12006 State of Florida,County of Duval Notary's Signature: qg... : ]osetteQRethmel =•; r,1Y COh+MISSION# DD198429 EXPIRES ❑ Personally known :Pril 4,2001 - Produced identification pr�t '•• 90w)D 510i TP.OY FAIN INSURANCE,14 `- Type of identification produce AS TO CONTRACTOR: Sworn to and subscribed before me this (i' day of ,20 • State of Florida,County of Duval Notary's Signature: r' )osette Q Rethmel MYCNIMISS!CN# DD198429 EXPIRES �ersonallyknown ",oril 4, 2007 %. y;: BCVDEDTHkUTROYFAININSURANCf�R1C ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Revised 8/04 Page 3 i - LOT 1 BLOCK AS SHOWN ON PLA1 SEL VA MARINA UNIT NO. 12-A AS RECORDED IN PLAT BOOK 36 PAGES 64 OF TH - CURRENT PUBLIC RECORDS OF DUVAL C. 1; GRAPHIC . SCALE 0 10 20 40' e0 ( IN FLET ) 1 inch - 20 ft. # 35B u� 4 H I 19TH STREET (60' R/W) SET PK NAIL L6# M 6991 N 89'35'07" E .,,f . 201 . 49'(C) P1 (FpI 121 .49'(C)( '�CL INT .�*;FND PK N NOI.O. I.$ I 2j v13' 20.21' , N 89'35'07" E 80-00'(P)0\4) --�+ CONCRETE 3'C NCRETE C Lf) .DRIVEWAY, SISEWALI< Q — DENOTES NO ib ° COVERED 10.70' '—' 20.10''• ' CONCRETE 1 ' N j, 11.2 --- — 9.6 8' • 10.5' �' . 2.3'4.75' Z O 6.5 O O p tJ N N �• .A W ONE STORE( SIDING 0 N ON. FRAME W 'co rmn Z> o.ala to F.F. ELEV. 15.16 R'i m >n io CAR. ELEV. 14.56 C' �gu HOUSE358 0 g 10.4'., b3 w5.65'k�.0 p.VERED, Q'.. 23.70' CONCRET- • 16.75' C) r. 10.50' — ---- _ 9.85 le� :Z> 0 e 4 lk i .y N 89-35'07" E ) ) .« I E: ADDED FINAL SURVEY (12/17/03) (MEL) I D: ADDED FOUNDATION LOCATION SURVEY (9/22/03) (PLG) MARGO MARSHALL & C: ADDED BUILDING RE-STAKE (4/28/03) (NJ ) B: ADDED BOUNDARY do BUILDING STNKEOUTT SUGRVCY (1/in/03) ([)I•IS) SUNTRUST MORTGAGE A: ADDED TREE SURVEY (12/09/02) (JEW) RICHARD MOREHEAD ' -D FOR: COPPENBARGEP\ HOMES, INC. CERTIFIED, TO: STEWART.*WT1TL OF �1 BARTRAM TRAIL SURVEYING ) INC . _ CONSM,TANTS ni CITY OF ATLANTIC BEACH cc: D. Ford BUILDING / ZONING DEPARTMENT n r� 800 Seminole Road S. Doerr v Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: �� ' `7 h re Applicant: Cn��Y ` ► l 4 �� ' Project: IV P,n P I M (C-) This permitlication has been: Approved Reviewed and the following items need attention: Please re-submit your a p ' on when these items have been completed. ?? Reviewed By: Date: Date Contractor Notified: R E C, Er V t� -s-�L�fCirY of ATLA��TIC BEACH CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION s' MAY 31 2005 i (Alterations & Additions) L I Date:ov 3� 0 Job Address: . 2z Owner of Property: Address: ��}, �� 7 Telephone: Legal Description: Block Number: Lot Number: Zoning District:IN f� Contractor: "< lv�c �, re \�C\GS State License Number: Contractor Address: _�p Telephone: lz>\� Fax: Describe proposed use and work to be done: Present use of land or building(s): Q Valuation of proposed construction: —fBC� 00 What are the dimensions of the added space: feet x aQl feet Will the added area be heated and cooled? New electrical or increase in service? Add plumbing fixtures? ZSR Add fireplace? s� Add heating/air conditioning? 1\1 � Is approval of Homeowner's Association or other private entity required? �— If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to thoriginal impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 904-247-5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Revised 8/04 Page 2 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. �/^Y�/ ,qlaFl( Signature of owne / / '� '� Date: 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 an correct and that the plans and supporting data have been or shall be provided as required. bq -, 20 mss' Signature of Contractor: Date: i�'/y Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this o` day of l.V� ,20 • State of Florida,County of Duval Notary's Signature: losette A Rethmel ?-4Y,OI`+MISSI0N# DD198429 EXPIRES ❑ Personally known ;Prd4,2007 -Produced identification BONDED THRU TROY FAIN INSURANCE W_ L Type of identification produce AS TO CONTRACTOR: Sworn to and subscribed before me this- (i"`' day of �1�-i'(15X \, 20U-:) • State of Florida,County of Duval Notary's Signature: �1 .•,� h�,�� )osette A Rethmel �+ MY COMMIS;ION# DD198429 EXPIRES personally known rf. ❑ Rpril4, 2007 Produced identification P,f1 4 BJnDED THkU TROY FAIN INSURANCE INC Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Revised 8/04 Page 3 LOT 1 BLOCK 'AS SHOWN ON PLA 1 SELVA MARINA UNIT NO. 12—A AS RECORDED IN PLAT BOOK 36 PAGES 64 OF THE CURRENT PUBLIC RECORDS OF DUVAL C SFJ GRAPHIC., SCALE 0 10 20 40 80 1 inch 20 f t. # 35B 1 TH Mob " � . (60' verllbe I his nd tteatfll. aMbdhrhtop, I land N B9'35'07" E ,,� d a.not constitute NNW M"Gods and holh�c•��pp (C)( CL INT PI bo@L Stab and federal tnp agt,lte e t FND PK N fmw be we ON nature of City of Atlantic ,r'N 0 I.D. Ileach Yu hq 11"a •bearroe of a ' 6- 2F13' 20.21' N 89'35'07" E 80.00'((')(M) ..CONCRETE ' —3 SISkRF T -DRIVEWAY 0 — DENOTES NO ID a COVERED 10.70' 20.10' ' CONCRETE 1 LO " --- — 9.6 8 N 10.5' .. u.11.2' '2.3'4.75' Z O CD O O ONE STORY SIDING (n ON• FRAME C) W �, (_4c v. LO F.F. ELEV. 15,16 �;, z m >n 1D GAR. ELEV. 14.56 c' r O _�>+�-� n L4 HOUSE# 358 �m{�C 0 L45,65k�C0'VEREO c:. 23.70' CO CRET- N • 16.75' o Y 10,50' � "::j � c O et 7vI « M + `c f'�y D 4 g•r'•s O n _�"Awtb •. . 7 c N .89'35'07 : E 80:•00'(P)(N0 I E: ADDED FINAL SURVEY (12/17/O3) (MEL) 1 0: ADDED FOUNDATION LOCATION SURVEY (9/22/03) (PLO) MARGO MARSHALL d C: ADDEO BUILDING RE—STAKE (4/28/03) (NJG) SUNTRUST MORTGAG B: ADDED BOUNDARY do BUILDING STAKEOUT SURVEY RICHARD MORtktAD A: ADDED TREE SURVEY (12/09/02) (JEW) -D FOR: COPPENBARGE� HOMES, INC. CERTIFIED. TO: STEWART. TIT�EP�t, NG , INC .;`,' BARTRAM TRAIL SURVEYI Timeline—Margo Marshall House: February 28, 2002—submitted plans to City of Atlantic Beach Building Dept. about 4:OOpm to Pat Harris. March 19, 2002—Plans reviewed by Tat Chan/Larry March 19, 2002—called to check on permit—Pat Harris said they still had not gotten to this permit because they had taken in so many on the last day of February. March 29, 2002—Plans returned to Coppenbarger April 4, 2002—plans over at public works, will call when they come back. Talked to Pat Harris. At public works. April 10, 2002—permit still in review. At public works. April 16, 2002—permit still in review. April 24, 2002—I rec'd fax on items that still need to be addressed prior to receiving a building permit. I called Margo Marshall to see if she had drainage info. Since she owned the lot,this is something that should be provided by her for permitting. Margo said the person whom developed the land was deceased. At this point, I called Atlantic Beach Property Appraiser to see if maybe the recorded plat would have any info on it about drainage. I received call back, no there was not any info on drainage. I called public works,they also had no info on drainage for this piece of property. April 25, 2002 —Mailed and faxed information to Coppenbarger stating Tree Board permit required. May 3, 2002—First Source logged in request to redo trusses and engineering for new codes. Although our plans were submitted before the new code went into effect. Don Ford requested Coppenbarger Homes to meet new codes. Plans did not pass "Old Code" 1997 SBC May 13, 2002—First Source revised structural and trusses for Margo Marshall house to meet new state building codes. Waiting on Margo for drainage info to resubmit all comments. June 18, 2002—Architect redraws site plan with elevations on it. June 21, 2002—Resubmitted plans to Pat Harris that addresses issues from April 24, 2002 fax. Pat Harris said she would forward information to public works. June 21,2002 —Reviewed plans. Wait for Tree Board application and public works approval. Week of June 24, 2002—Bob Kasole rejected drainage plan. Saleslinan was contacted with comments for Margo needing additional site information. LuY got with Margo and they hired ACM Surveying, Inc. for site work. July 23, 2002 ACM Surveying submits their drainage plan information directly to public works. July 30, 2002—1 called Bldg. Dept.to see if everything was ok. Plans not back from public works yet. August 5, 2002—I called public works and not ready yet. Week of Aug 16, 2002—Bob Kasole said he would look at plans. August 21, 2002—I received notes by fax that information provided by ACM was not the information that Public Works really needed. Margo contact. Margo hires J. Lucas& Associates which Bob Kasole recommended. August 29, 2002—Tree survey submitted to Pat Harris Atlantic Beach Building Department. No survey found. September 12, 2002—J. Lucas&Associates delivers a lot grading plan directly to Public Works. Week of September 16, 2002 —1 call directly to Bob Kasole several times about when he would be done with his review. Mr. Kasole told me to quit calling. The more I called the slower he was going to go. Mr. Kasole told me other people have called about this permit. Please have them quit calling. September 23, 2002—permit issued. October 24, 2002—Don Ford rep' etee private inspector letter that I had submitted. When I called, Don Ford said they wee nt a busy building dept. and that there was no need for Coppenbarger Homes to use pri _ sector. Did not submit information in compliance with Florida Statute. November 5, 2002 —Stop work order issued. C 24 i E t Returned Permit Application F r f I Applicant: )�WFe A 4 C C Address: f- !' i; u 12-A rect: � Project: .'ti:c FAIN 1 i�r .�t Your permit application is being returned due the following: '! / - � u SS _os Please re-submit your application when these items have been completed. C C' Don C. Ford Building Official Date: z-- 7 .•sIAV , RECEIVED C r UN ^ 1909 City of Atlantic Beach Building and Zoning 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 JOB ADDRESS 5g g �5�t APPLICANT 0Y\b0. ADDRESS r(7?7� e A � _ PHONE: 3(�3 ' y Y LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR C-g� � 'n`�'J STATE LICENSE NUMBER ADDRESS G 1, S�u Q� � PHONE a4 9` 9 a�3 CITYa STATE ZIP 322 FAX r, ( DESCRIBE PROPOSED USE AND WORK TO BE DONE �� a'�� l �'L �� PRESENT USE OF LAND OR BUILDING(S) vaC-e"-t VALUATION OF PROPOSED CONSTRUCTION b 0 feet by feet Is this an addition? Q0 If yes,what are the dimensions of the added space: Will the added area be heated and cooled? W=:�Q _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 I. 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 02/28/02 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. I torrent 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-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. & 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 THA4HA ORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER .tom DATE I HEREBY CERTIFY THATAD ANDE 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 �,� c� DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE� d�Z Notary Public State of Floras.;a AS TO OWNER: Ga"Personally known Joyce A. Zor-z:e ❑ Produced identification Commission #:CC77b1-,. Type of identification produced Notary Public: State of Florida AS TO CONTRACTOR: [6/personally known Joyce A.Zornes ❑ Produced identification ( amAlssio� CC 019 Type of identification produced ---2 02/28/02 RECEIVED PROPERTY DESCRIPTION d or ' ZO0, Lot # ( Block # Subdivision: Se1v� VAai- f'C;L O At`a}�tIC E030 of Atlantic Umin Street Name � C j3Ujkd:=§AIPTI N OF"o IMIng or Address• 3�� (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: 5 (r IU Zoning Proposed District: Use: 0g.SLj-1-V,,,,k Q-L Estimated Value $ 119-0 OU 0 1 CO3 0 Exceptions or Variances Materials: ��uf`�'.� It k)2yc Q +rte Granted: �� y / Solid or Filled Ground: Roof:shwt5�!4— Method of Heating: OWNER INFORMATION Property Owner: Phone: 3 t63-1g N Mailing Address 71 cPjLCz)'--e Lou ZI0"-cI C:7L zip: �aD5( CONTRACTOR INFORMATION Contractor: o cnloar e✓ 4-0-m Phone: Mailing Address: zip: as Expiration STATE LICENSE NO: Date: 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 Signatur DATE •.2- Contractor Signature DATEg U �' SWORN TO AND SUBSCRIBED BEFORE ME BY c rtA-k L. ` o e e e w baAo CAk/ THIS _ DAY OF =t urs r , 1;" o gtary Public NO YUBLICJ a oyce A.Zornes Commission #: CC778019 My Commission expires Sept.24,2002 j ICITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 �'� P, INSPECTION PHONE LINE 247-5826 __-___ . . ... .... .... . L-i✓��L't tJ %'S 3J¢t�f J� % V L Hlf�fl il`¢i_14311 lY 4J.iitiffl _ _ - V L_i Property AxdS_E; 358 iyTH S 71-1 ; rat-; •. ,�:"•�r l ut n SINICLE �'rr�:Il,�i RESIDENCE Property ':toning - - TO BE UPDATED 713,pplicatior. valuation 31Q640 i�'r;_iCl L.Vill.t d{..:LLJl ------------------------ ------------------------ T ^T1riiAT,i 114ATt iii v Tf 1TT%jnf i%T *TTT3 l'•f��r7"S-T vT?�^T1`TT'7] TSI iRT C+ —^ _ ^•--- '_TREE— / /1111 a7lJUhi 2 :Jf's.LL' tSLViI. '�1Chhi ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 /Cithyl 17111 -q'f n ------ Sr_ru.:=lire intorrllar_lczn svllw -------------------------------------------------------- >;;:C:�.L3:7n�� •c2�cC, t'�i3LdtAN G'S 24 �i _tfl�,`{:i :_`•tip Permit Fee . . . . 1108 .00 Plan Check Fee 546 .50 EX irat ion L ate ---------------------------------------------------------------------------- ST CONSTRU-CTI024 SURCHARGE 14.85 )l,N 1 ii<t°ti�3tit�>1 SEWER IMPACT FEES 1250 .00 An WATER CONNECT TAP 525 .00 °ee surtimary -_=ray raid t`rec iLeci viae PLan t_Ilef`iC 1C3r 1 74C+ 5i1 �4ks _iii tit; ti ti Other Fee Total 2695 .61 2695 . 61 .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. , ( - — Q) BUILDING OFFICIAL } I � CITY OF ATLANTIC BEACH S J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 JS31 Application Number . . . . . 02-00024874 Date 9/23/02 Property Address . . . . . . 358 19TH ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 310640 Owner Contractor - - ------ - ---------------- -------- --------- ---- -- MARSHALL, MARGO & JOHNSON, TIM C_OPPENBARGER HOMES 358 19TH STREET 7700 SQUARE LAKE BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-9100 ------ Structure Information NEW SINGLE FAMILY HOME ----- ------------- ----- ---- ---- ---- --- - ---- --- - ----- - ----- -- - - -- --------- ------- - Permit . . . . . . BUILDING PERMIT Additional desc . . RADON 2824 SCHARG 3301 Permit Fee . . . . 1108 . 00 Plan Check Fee 546 . 50 Issue Date . . . . Valuation . . . . 310640 Expiration Date . . 3/23/03 - -------------- - -------- - ---------- ---- - --- - ----- ---------- ----------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 70 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 14 . 85 AB CONSTRUCTION SURCHARGE 1 . 65 STATE RADON SURCHARGE 13 .41 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 530 . 00 WATER CONNECT TAP 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due -------- -- --- ---- -- ---- --- - -- -------- ------- - - - ----- - - - -- Permit Fee Total 1108 . 00 1108 . 00 . 00 . 00 Plan Check Total 546 . 50 546 . 50 . 00 . 00 Other Fee Total 2695 . 61 2695 . 61 . 00 . 00 Grand Total 4350 . 11 4350 . 11 . 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 WHIZ PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ` r ��!.•��.t�1'eta E' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024889 Date 9/24/02 Property Address . . . . . . 358 19TH ST Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- MARSHALL, MARGO & JOHNSON, TIM CRABTREE PLUMBING 358 19TH STREET 2351 URBAN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 ------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL PLUMBING Permit Fee . . . 95 .50 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 .50 95 .50 .00 .00 Plan Check Total . 00 . 00 .00 .00 Grand Total 95 .50 95 .50 .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. I Ix B } ING OFFICIAL aq CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 3 5 9 OWNER OF PROPERTY: q,r5lnatl, TEL. PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: 7 Lrbax� STATE LICENSE NUMBER: TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW -SINKS SHOWERS LAVATORY ` WATER BEATERS BATH TUBS DISHWASHERS _URINALS DISPOSALS CLOSETS r WASHING MACHINE _FLOOR DRAINS SHOWER PANS SEWER _WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: a'3 X$3.50 +$15.00-- 95. 50 MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR- INSTALLATION ONTRACTORINSTALLATION OF PLUMBING AND &TURES 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. CITY OF ATLANTIC BEACH sJ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 " v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024874 Date 2/24/03 Property Address . . . . . . 358 19TH ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 310640 Owner Contractor - ------------------------ ----------------------- MARSHALL, MARGO & JOHNSON, TIM COPPENBARGER HOMES 358 19TH STREET 7700 SQUARE LAKE BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-9100 ------ Structure Information NEW SINGLE FAMILY HOME ----- ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240V,ALUM Sub Contractor D & W ELECTRIC CO. Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/24/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 w y 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. B ING OFFICIAL E CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 3 TO THE CHIEF ELECTRICAL INSPECTOR: DATE; IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 4- ELEcTr,-c Co, ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURR JOURNEYMAN NAME '`' ' ` ADDRESS: 11�-H �To RFD BOX BLDG.SIZE � ` BETWEEN: RES. ) tv APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. 1 } NEW } OLD ( I REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( 1 SIGNS ( I SO. FT. SERVICE: NEWpf INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE /� AMPS COPPER ( ) ALUM. SWITCH OR BREAKER In AMPS Pff 3W Z`//OVOLT Nti • RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS 90 CONCEALED OPEN TOTAL RECEPTACLES Lw CONCEALED OPEN TOTAL 0.90 AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT &M.V. _ FIXED 0.100 AMPS. OyEp APPLIANCES BELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PNS NO. 1I(.P. VOLTAGE PHS -T MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I I NO, IKVA NO.NEON TRANSF, NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN 1 `— 11 gf Q7 �f �/G�� SFORWARDEO V•�-v, T� 't D TOTAL FEES CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 ISA r Application Number . . . . . 03-00026327 Date 6/17/03 Property Address . . . . . . 358 19TH ST Tenant nbr, name . . . . . . NEW HOUSE PIPES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- MARSHALL, MARGO & JOHNSON, TIM CRABTREE PLUMBING 358 19TH STREET 2351 URBAN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 ------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 189 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- Permit Fee Total 189 . 00 189 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 189 . 00 189 . 00 . 00 . 00 ti 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. 41 ,j �'•t Y U 3 BUILDING OFFICIAL CITY OF ATLANTIC BEACH �r PLUMBING PERMIT APPLICATION Date: 12 16-7 Job Address: 3 Owner of Property: Telephone: T%—Z/l D Plumbing Contractor: --- Contractor's Address: .2 3 S/ j P QQ lt, 1i. a 4- C/ Telephone: % 1V4� D % Fax: State License Number: O E e 032- 6 / ?t How many of the following fixtures (re-piped or new): _Sinks Showers Water _Lavatory _Water Heaters 2-- Hose Bib _Bathtubs Dishwashers _Sewer f Urinals Disposals Other Closets _Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: 2 Z x $7.00 + $35.00 = (Minimum Permit Fee: 535.00) Signature of Contractor: Installation of plumbin dfixtures 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 / A\9A, e0an T_-_ In ISA\ 1," ea AG Laa__//__.__-_. -_ -al-..a_. L__.t L7 _-- j r11y rJ�� CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD -,� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024874 Date 8/21/03 Property Address . . . . . . 358 19TH ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 310640 Owner Contractor - ------------------------ ----------------------- MARSHALL, MARGO & JOHNSON, TIM COPPENBARGER HOMES 358 19TH STREET 7700 SQUARE LAKE BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-9100 ------ Structure Information NEW SINGLE FAMILY HOME ----- ------------------------ ------------- ----------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . A/C DESIGNS OF FLORIDA, INC. Permit Fee . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 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. BUILDING OFFICIAL Jun 20 03 12: 04p information Systems 24'/-5045 P' 1 CITY OF ATLANTIC BEACH r r� MECHANICAL PERMIT APPLICATION Date: Owner of Property: Cd lJ O� y l Job Address: Contractor: �l L DP�� S D� Ft In considerarioo 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 hereofand in accordance with the City ol'Atlantic Beach ordinances and standards of good practice listed therein, 111. GENERAL INFORMATION X Type of beating fuel: B. E3 Electric IS OTHER CONSTRUCTION BEING DONE ON THIS D Gas: _LP _Natural _Central Utility BUILDING OR SITE? Y !�5 C1 Oil IF YES,GIVE NUMBER OF CONMUCTION D Other—Specify PERMIT Z — OO 0 Z� q IV. NATURE OF WORK MECHANICAL EQUIPMENT TO BE Residential or _. Commercial INSTALLED t New Building (Provide complete list ofcompooen(s on back of this form) ❑ Existing Building 'I Heat _Space _Recessed Ceraut ----4Qor ❑, Replacement of existing system Q Air Conditioning Room^ New Installation(No system previously installed) I 3 Duct System: Material—Thickness— ❑ Extension or add-on to existing system Maximum capacity t' cftn p Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity RPro ❑ Fin sprinklers: Number of heads umbo) TIUS SPACE FOR OFFICE USE ONLY Z) Elevator: _ Mualift_Escalator (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks 0 LPG containers (NOmbe) ❑ Unfircd pressure vessel Permit Approved by Date ❑ Boilers D Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Approving Number Units Description Model Number Manu&t:km Capaaty ADPr B (Tons) A enc y G 0 7--qn4 SI Lwin U t r 0 9- i HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number MaatlBwt w Capadty �at y l� �2 c• 46000 u TANKS Name of Serial Approving How Many Nominal Capacity Type Liquid Agency And Dimensions Contained Manufacturer No. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(994)247-5900•Fax:(904)247-5845• rttp')1www cl aHantic-beachil_us 1/14/03 O CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address -35- r / 7 {S //(l4 `j S Date q _@ $ per sq ft = $ Heated Square Footage Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq f t = $ Patio V5� @ $ per sq ft = $ 0 TOTAL VALUATION: $ '310 s Total Valuation 1st $ 106,' 000 7 U C 3 3 $ .3 �— Remainin Value $3. per thousand or portion thereof TOTAL BUILDING FEE s jy 4 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ j G WATER IMPACT FEE $ S 3 ' SEWER IMPACT FEE $ 2- WATER METER/TAP $ -1c z 5 _ CAPITAL IMPROVEMENT $ SEWER TAP (z;?2 RADON (HRS) .0050 SECT ON H PAVING HYDRAULIC SHARES $ CROSS CONNECTION $ M 01) SURCHARGE . 0050 OTHER /. -0 7- GRAND GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other u CALCULATIONS and/or NOTES: Returned Permit Application Applicant: m /a F- 46.+9-C Address: Lo T � ()ti c T _f L-/� -S�<<i� /''/►�Ri,v�? — FSE 19 Project: 5„o(, ,E FA,4 , _ a J ,tI IC' Your permit application is being returned due the following: 7-&c C-- fig' PPC 9- 9,A) 2 J � 49 D/d a,o Please re-submit your application when these items have been completed. Don C. Ford Building Official Date: �/ 1 ��' G� d pre 4 d G(z� Ale PoS�' C 'l " • `� City of Atlantic Beach Bulldln. and Zoning , /City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-544 L+ [s 1/ Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us 11 BUILDING PERMIT APPLICATION TRucTION FOR SINGLE-FAMILY OR TWO-FAMILY MODEL ADDITIONS _ (INCLUDING NEW CONSTRUCTION, AND ALTERATIONS, MOVING OR DEMOLITION) D ld l� e y� I a ATE JOB ADDRESS SS 9 Z�� ee APPLICANT P�►��,4 6_k-Cr_[fU0V'0 ADDRESS �7� uOBV PHONE: 3 Ca 3' I y Lll LEGAL DESCRIPTION: BLOCK NUMBER — LOT NUMBER__L__ZONING DISTRICT CONTRACTOR l o ��Q rQ �p 10 CIS'-) _ STATE LICENSE NUMBER aLLO oZ 1 ADDRESS �'/6D u PHONE 3-1 1 910 53 CITY - STATE ZIP 32 FAX 9 — DESCRIBE PROPOSED USE AND WORK TO BE DONE S L na, � � rvv, PRESENT USE OF LAND OR BUILDINGS) Vo.-e n.t VALUATION OF PROPOSED CONSTRUCTION 6 Is this an addition? Q o If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? LIV-/) 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? -r-0 If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide al information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,pleas contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,pease hav 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-constructio topographical survey is required. (If not required, written verification must be provided with this application.) Th Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach,FL 32233 Telephone:(904)247-5834 4—WATee- AtuD St-t,,3ee QT(L:IT(CS A h4-dV,+C5LC'y NF_EP -Ca n't/ 02/28/02 (�.j �e�v� 71>� wt C E sv WV4-y �5 'm 7 c� DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLAN'T'IC BEACH,FLORIDA 32233-4318 `S, TELEPHONE: (904)247-5834 1 FAX: (904)247-5843 S SUNCOM: 852-5834 J http://ci.atlantic-beach.fl.us c 3'�• August 19, 2002 Ms. Ronnie Coppenbarger Coppenbarger Homes, Inc. 7700 Square Lake Blvd. Jacksonville, FL 32256 RE: Marshall Home, 19th Street, Atlantic Beach Dear Ms. Coppenbarger: We received your submittal of drainage site plans for the above mentioned property, and are requesting that you supply us with a Pre-Construction Grading Plan, at 1, contours, signed and sealed by a Florida Licensed Land Surveyor. In addition, the proposed grading plan is not acceptable since it will worsen existing drainage problems on the lot to the south. You may need an engineer to address this problem and show positive drainage to the north. These requirements must be met before your Building Permit Application can be approved. If you have any questions please contact me at 247-5834. Sincerely, Robert S. Kosoy, P.E Director of Public Works cc: Jim Hanson, City Manager Don Ford, Building Official RSK/Y Faxen /o/zV/0Z CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 tf1 TELEPHONE:(904)247-5800 FAX:(904)247-5805 s) SUNCOM:852-5800 http://ci.adantic-bcach.fl.us F �a ---�1- --------------- -FROM--_-��1i!1_ ---�---'1��1.�=� !�------------- � _--- '��' --------- S---- q - ==____ Duval County Property Appraiser-Parcel Summary Page 1 of 2 Parcel Summary-Values from the 2001 Certified Tax Roll RE No.: 172020 1234 Owner's Name: MARSHALL , MARGO J Pro erty Address• Unit No. ATLANTIC BEACH 1132233 FM_ailingAddress: 1852 BEACH AV ATLANTIC BEACH, FL==]32233-5939 Property Use: 0000 VACANT RES Le al description: 36-64 09-2S-29E SELVA MARINA UNIT 12-A LOT 1 Neighborhood, 940903 SELV NORTE/MARINA Sec-T�an-R �nge: 09-2S-29E OR BK& Page, 09706-1312 Ma Panel: 553 3 Sale Date: 8/3/2000 No. Buildin s: L� Sale Price: $115,000.00 Land Value: $104,000.00 Heated Area: Class Value: $0.00 Exterior Wall: improvements: $0.00 Taxin Authori : USD3 Market Value: $104,000.00 Coun Tax: $733.80 Assessed Value: $104,000.00 School Tax: $861.33 Exem t Value: $0.00 District Tax: 1$315.36 Taxable Value: $104,000.00 Other Tax: $52.05 Sr. Exempt: $0.00 Voted Tax: $63.54 • Total Tax:$0.00Sr. Taxable $2,026.08 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the Property raisers Office. Map-It Feedback -- Payment Feedback Home PRC� New Map-IT Taxes Appraisal Feedback View 2002 Proposed Property Taxes http://pawww.coj.net/pub/property/RENO.asp?RENUM=172020+1234 9/23/02 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CARMEL W/B Builder: COPPENBARGER Address: Lot: 1 U1 2A, Sub: SELVA MARINA, Plat: Permitting Office: City, State: Jurisdiction Number: Owner: MARSHALL RESIDENCE Climate Zone: North P2Single ew construction or existing New - 12. Cooling systemsSin le family _ a. Central Unit Cap:48.0 kBtu/hr family or multi-family g SEER: 10.00umber of units,if multi-family 1 - 4. Number of Bedrooms 5 - b.N/A = 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft) 2824 ft c. N/A - 7. Glass area&type - a. Clear-single pane 0.0 ft- 13. Heating systems - 4150 ft a. Electric Heat Pump Cap:48.0 r b.Clear-double pane415.0 e - HSPF:F:6.8 6.80 c. Tint/other SC/SHGC-single pane 0.0 ft= _ - d. Tint/other SC/SHGC-double pane 0.0 ft b.N/A = 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,273.0(p)ft C. N/A - b.Raised Wood,Adjacent R=0.0,22.6112 c. N/A 14. Hot water systems a. Electric Resistance Cap:75.0 gallons - 9. Wall types - EF:0.90 a. Frame,Wood,Exterior R=11.0,2070.6 fF _ - b. Frame,Wood,Adjacent R=11.0,368.8 ft= _ I b.N/A = c. N/A c. Conservation credits - d.N/A e N/A (HR-Heat recovery,Solar DHP-Dedicated heat pump) 10. Ceiling types - a. Under Attic R=30.0,2539.8 ft _= _ I 15. HVAC credits b.Under Attic R=19.0,466.0 ft= _ (CF-Ceiling fan,CV-Cross ventilation, HF-Whole house fan, c. N'A _ PT-Programmable Thermostat, 11. Ducts a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.NIA MZ-C-Multizone cooling, r MZ-H-Multizone heating) Total as-built points: 37636.00 ��++��++ [:Glass/FloorArea�: 0.15 Total base points: 38004.00 ��`�`7 1 hereby certify that the plans and specifications covered Review of the plans and O&WE Sr4p by this calculation are in compliance with the Florida specifications covered by this = o calculation indicates compliance y .,��` Energy Code. ti„ AJith the Florida Energy Code. PREPARED BY: AIR ENGINEERS Before construction is completed f 1 t DATE: 5EP his building will be inspected for �'' I hereby certify that this building, as designed, is in compliance with Section 553.908 �oID compliance with the Florida Energy Code. Florida Statutes. 01NNEFt/AGENT�� ` --1-=� BUILDING OFFICIAL: DATE: III _ d- D1 DATE: EnergyGaugeO (Version: FLRCNA-200) \ , FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: IU12A, Sub: SELVA MARINA, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2824.0 33.06 16802.3 Double,Clear E 1.3 7.0 126.0 40.22 0.96 4842.1 Double,Clear S 19.1 6.7 34.0 34.50 0.43 506.6 Double,Clear E 11.7 6.7 41.0 40.22 0.40 666.6 Double,Clear N 10.0 5.0 14.0 19.22 0.62 167.7 Double,Clear NE 7.0 5.0 20.0 28.72 0.52 300.1 Double,Clear E 4.0 5.0 14.0 40.22 0.57 322.9 Double,Clear E 1.3 6.7 17.0 40.22 0.95 648.6 Double.Clear S 1.3 5.0 30.0 34.50 0.84 867.6 Double,Clear W 1.3 6.0 48.0 36.99 0.93 1656.8 Double.Clear W 7.0 5.0 10.0 36.99 0.46 170.3 Double.Clear N 1.3 5.0 15.0 19.22 0.93 268.4 Double,Clear N 1.3 4.0 16.0 19.22 0.90 276.8 Double,Clear E 1.3 5.0 30.0 40.22 0.90 1087.0 As-Built Total: 416.0 11781.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 368.8 0.7 258.2 Frame,Wood,Exterior 11.0 2070.6 1.70 3520.0 Exterior 2070.6 1.70 3520.0 Frame,Wood,Adjacent 11.0 368.8 0.70 258.2 Base Total: 2439.4 3778.2 As-Built Total: 2439A 3778.2 Area X SPM Points DOOR TYPES Area X BSPM = Points Type = Adjacent 19.0 2.40 45.7 Exterior Wood 20.4 6.10 124.4 Exterior 20.4 6.10 124.4 Adjacent Wood 19.0 r 240 45.7 e Base Total: 39.4 170.1 As-Built Total: 39.4 170.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points 30.0 2539.8 0.60 1523.9 Under Attic 2430.0 0.60 1458.0 Under Attic 19.0 466.0 1.10 512.6 Under Attic Base Total: 2430.0 1468.0 As Built Total: 3006.8 2036.5 FLOOR TYPES Area XBSPM = Points Type R-Value Area X SPM = Points Slab 273.0(p) -37.0 -10101.0 Slab-On-Grade Edge Insulation 0.0 273.0(p) -41.20 -11247.6 Raised 22.6 -3.99 -90.2 Raised Wood,Adjacent 0.0 22.6 2.20 49.7 -11197.9 Base Total: -10191.2 As-Built Total: EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: Lot: 1U12A, Sub: SELVA MARINA, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2824.0 10.21 28833.0 2824.0 10.21 28833.0 Summer Base Points: 40850.5 Summer As-Built Points: 35401.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 35401.4 1.000 1.047 0.341 1.000 12650.4 40850.5 0.3573 14595.9 35401.4 1.00 1.047 0.341 1.000 12650.4 EnergyGaugeTm DCA Farm 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: ADDRESS: Lot: 11112A, Sub: SELVA MARINA, Plat: , , , BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Type/SC Ornt Len Hgt Area X WPM X WOF = Points Floor Area .18 2824.0 9.76 4963.6 Double,Clear E 1.3 7.0 126.0 9.09 1.02 1169.0 Double.Clear S 19.1 6.7 34.0 4.03 3.66 501.6 Double,Clear E 11.7 6.7 41.0 9.09 1.43 533.1 Double,Clear N 10.0 5.0 14.0 14.30 1.03 205.3 Double,Clear NE 7.0 5.0 20.0 13.40 1.05 281.7 156 3 Double,Clear E 4.0 5.0 14.0 9.09 1.23 158.1 Double,Clear E 1.3 6.7 17.0 9.09 1.02 Double,Clear S 1.3 5.0 30.0 4.03 1.14 137.6 Double,Clear W 1.3 6.0 48.0 10.77 1.02 526.0129 1 Double,Clear W 7.0 5.0 10.0 10.77 1.20 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double,Clear E 1.3 5.0 30.0 9.09 1.04 283.5 As-Built Total: 415.0 4526.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points 11.0 2070.6 3.70 7661.2 Adterior 368.8 3.6 1327.7 Frame,Wood,Exterior 11.0 368.8 3.60 1327.7 Exterior 2070.6 3.70 7661.2 Frame,Wood,Adjacent 2439.4 8988.9 Base Total: 2439.4 8988.9 As-Built Total: DOOR TYPES Area X BWPM = Points Type Area X WPM = Points 20.4 12.30 250.9 Adjacent 19.0 11.50 219.0 Exterior Wood 19 0 P 11.50 219.0 Exterior 20.4 12.30 250.9 Adjacent Wood 39.4 469.9 Base Total: 39.4 469.9 As-Built Total: CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points 30.0 2539.8 1.20 3047.7 Under Attic 2430.0 1.20 2916.0 Under Attic Under Attic 19.0 466.0 2.00 932.0 Base Total: 2430.0 2916.0 As-Built Total: 3005.8 3979.7 R-Value Area X WPM = Points , FLOORTYPES Area XBWPM = Points Type _ i _ _ - � 0.0 273.0(p) 18.80 5132.4 Slab 273.0(p) 8.9 2429.7 Slab-On-Grade Edge Insulation 0 0 6 1040 235.0 Raised 22.6 0.96 21.7 Raised Wood,Adjacent 5367.4 Base Total 2451A As-Built Total: EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESot: 1U12A, Sub: SELVA MARINA, Plat: w PERMIT#: S: L BASE AS-BUILT INFILTRATION Area X 13WPM = Points Area X WPM = Points 2824.0 -0.59 -1666.2 2824.0 -0.59 -1666.2 Winter Base Points: 18123.7 Winter As-Built Points: 21666.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21666.3 1.000 1.064 0.501 1.000 11560.4 18123.7 0.5340 9678.0 21666.3 1.00 1.064 0.501 1.000 11560.4 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details FADDRESS: Lot: 11.11 2A, Sub: SELVA MARINA, Plat: , , , PERMIT#: BASE AS-BUILT WATER7 HEATING Number of X Multiplier Total VTank olume EP Bedrooms Number of X Ratio Tank X Multiplier X Credit lier Total Bedrooms 5 2.746,00 13730.0 75.0 0.90 5 1.00 2684.98 1.00 13424.9 13424.9 As-Built Total: CODE COMPLIANCE STATUS BASE AS-BUILT + Hot Water = Total Cooling + Heating + Hot Water = Total Cooling + Heating Points Points Points Points Points Points Points Points 14595.9 9678.0 13730.0 38003.9112650.4 11560.4 13424.9 37635.6 PASS:] y� SSiE sTA �o4T�O�.tj+ 7 A DD wj y EnergyGaugeTm DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details Plat: PERMIT#: ADDRESS: Lot: 1U12A, Sub: SELVA MARINA, , . 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST CHECK COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 I Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrou7gva ifoundation&wall sole or sill plate;joints between exterior wall panels at corne i penetrations;between wall panels&top/bottom plates;between walls 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 1606.1.ABC.1.2.2 i Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter,penetrations and seams. Ceilings 606.1.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; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from mechanica conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, I have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap r uired. 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. pment nd enum chambers IIY Air Distribution Systems 6ca 10.1 I aittached,sealed,insulated,and nl ducts,fittings,mechanical tstalled m accordance iwith the criteria 6 0. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se rate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTMATED ENERGY PERFOR14ANCE SCORE* = 82.2 The higher the score,the more efficient the home. MARSHALL RESIDENCE, Lot: 1U12A, Sub: SELVA MARINA, Plat: , , , 1. New construction or existing New - 12. Cooling systems - Central Unit Single family - a. Cap:48.0 kBtu/hr 2. Single family or multi-family g SEER: 10.00 - 3. Number of units,if multi-family I _ 4. Number of Bedrooms 5 - b.N/A - 5. Is this a worst case? Yes - N/A 6. Conditioned floor area(fie) 2824 W c. _ 7. Glass area&type 0.0 ft2 13. Heating systems a. Clear-single pane - 415.0 ft2 a. Electric Heat Pump Cap:48.0 kBtu/hr - b.Clear-double pane - HSPF:6.80 _ c. Tint/other SC/SHGC-single pane 0.0 ft2 - d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types - - a. Slab-0n-Grade Edge Insulation R=0.0,273.0(p)ft - c. N/A - b. Raised Wood,Adjacent R=0.0,22.6ft c. N/A 14. Hot water systems a. Electric Resistance Cap:75.0 gallons - 9. Wall types - EF:0.90 a. Frame,Wood.Exterior R=11.0,2070.6 ft2 - b.Frame,Wood,Adjacent R=11.0,368.8 ft2 - b.N/A c. N/A _ - c. Conservation credits d.N/A - e N/A (HR-Heat recovery,Solar OHP-Dedicated heat pump) 10. Ceiling types - - a. Under Attic R=30.0,2539.8 ft2 - 15. HVAC credits b.Under Attic R=19.0,466.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, HF-Whole house fan, c. N/A PT-Programmable Thermostat, 11. Ducts - Su R=6.0,1.0 ft RB-Attic radiant barrier, a. Sup:Unc. Ret:Unc. AH:Garage p' - MZ-C-Multizone cooling, r b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building t sTtT Construction through the above energy saving features which will be installed(or exceeded) ti0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Dome: C;,q/FL Zip: *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStaf" designation), your home may qualify for energy efficiency mortgage (EES incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.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. EnergyGauge®(Version:FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: CARMEL 4.RSR For: Coppenbarger Homes 7700 Square Lake Boulevard FL 32256 Jacksonville 363-1414 By: Air Engineers , Inc. 10947 Beach Blvd. Fl 32246 Jacksonville 904-646-9037 Job 4: Jacksonville AP FL Wthr Zone: Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 95 OF Outside db: 32 °F 7 5 °F 70 OF Inside db: 2 0 °F Inside db: 38 OF Design TD: Design TD: Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING 5 3 7 7 5 Btuh Structure 49236 Btuh Bldg,Heat Loss 0 CFM Ventilation 0 Btuh Ventilation Air 3 0 Btuh Design Temp. Swing .0 °F Vent Air Loss Use�' Data n Design Heat Load 53775 Btuh g' 1.00 Rate/Swing Mult. 49236 Btuh INFILTRATION Total Sens Equip Load Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average 2300 Btuh Fireplaces Internal Gains 0 Btuh Ventilation Infiltration 5028 Btuh HEATING COOLING 7328 Btuh Area(sq.ft.) 2824 2824 Tot Latent Equip Load Volume(cuft) 22592 22592 56564 Btuh Air Changes/Hour 0.9 0.4 Total Equip Load Equivalent CFM 340 151 � H COOLING EQUIPMENT SUMMARY EATING EQUIPMENT SUMMARY Make Make Trade Trade Efficiency 0.0 EER Efficiency 8 0. 0 AFUE 0 Btuh Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 2633 :,FM Actual Heating Fan 2 633 CFM Actual Cooling Fan Htg Air Flow Factor 0.049 CFM/Btuh Clg Air Flow Factor 0.0 5 3 CFM/Btuh Load Sens Heat Ratio Space Thermostat 8 7 Right-Suite: Ver 4.1.2 0 SIN RSR22649 MANUAL J: 7th Ed printout certified by ACCA to meet all requirements of Manual Form J RIGID-J CALCULATION PROCEDURES A,B, C, D Job#: File name: CARMEL 4.RSR Zone: Entire House Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 340 CFM 0.9 AC/HR x 22592 Cu.Ft. x 0.0167= 2. Winter Infiltration Btuh 3 8 Winter TI) = 1419 4 Btuh 1.1 x 340 CFM x 3. Winter Infiltration HTM 4 8 4 Total Window = 29.3 HTM 14194 Btuh and Door Area Procedure B-Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 22592 Cu.Ft. x 0.0167= 7Btuh 0.4 ACM x 2. Summer Infiltration Btuh 2 0 Summer TD = 3320 1.1 x 151 CFM x 3. Summer Infiltration HTM 4 8 4 Total Window = 3320 Btuh / and Door Area Procedure C-Latent Infiltration Gain 0.68 x 4 9 gr.diff. x 151 CFM = 5028 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 2 0 Suer TD = 0 Btuh 1.1 x 0 Vent.CFM x + 49236 Btuh Sensible Load for Structure(Line 19) = 49236 Btuh Sum of Ventilation and Structure Loads x 1.00 RSM Rating and Temperature Swing Multiplier + 49236 Btuh Equipment Sizing Load-Sensible 2. Latent Sizing Load Latent Ventilation Load _ 0 Btuh FM 0 Vent.0x 49 gr.diff. — 0.68 x + 2300 Btuh Internal Loads = 230 x 10 No.People + 5028 Btuh Infiltration Load From Procedure C = 7328 Btuh Equipment Sizing Load-Latent *Construction Quality is: a No.of Fireplaces is: L Ri t-Suite: Ver 4.1.20 S/N RSR22649 MANUAL J: 7th Ed. � Printout certified by ACCA to meet all requirements of Manual Foran J CARMEL-4.RSR Job# 4.1.20 -- SIN WHOLE MANUAL J:7th Ed Right-Suite Entire House WHOLE HOUSE Ft. I Name of Room 2 60.0 Ft. Fc 2 Running Ft.Exposed Wall 260.0 Ft 1979 x 1.0 ft 3 Room Dimensions,Ft. 4 Ceiings,Ft Condit Option 8.0 heat/cool d 8.0 heat/cool Btuh Area Btuh Area Btuh Area Btuh Area TYPE OF CST HTM Htg Clg Length Htg Clg Length Htg Cl EXPOSURE NO. Htg Clg Length Htg Clg Length rrrr warty w»a+ sat+ rs#r **** +waw »+** 197 9 «srr **** 5 Gross a 12C 3.4 2.1 1979 »sw` »a*" ww+r ••** swwr •*** 37 9 Exposed b 13C 1.4 1.4 379 0 rt\sa i+ri p 0.0 0.0 arra #awa rr\r «swa Walls and c raw r+a+ awsr »rsr .0 0.0 p +swr \sww 0 Partitions d 0rrrr ar»+ rwrr +rrr 0.0 . »rsr #+»w 0 00 0 wrwa asr+ e rr+r wrrr avers *\ave f 0.0 0.0 0 0 r«+w ver\w 414 11411 *'*` ++ ss`s 6 Windows and a 3C 27.6 414 11411 irra 30 827 ***' 3C 27.6 ** 30 827 Glass Doors b s+rs \rwr 0 0 «+ww 0.0 ++ 0 0 rww+ Heating ■srr C rw 0 taws 0 p »rrr wrsw #sws 0.0 0 d rw p p ►rrr p p ww+w w*\s »saw 0.0 e "+ 0 0 rrsw 0 0 srr+ f 0.0 rs+r wart 1058 46 r+sa 1058 4 6 7 Windows and North 23.0 1530 30 **** 1530 ��y 51.0 30 *srs r+ave Glass Doors swrw 23076 +sty+ 72.0 321 *•" 23076 321 s*rw Cooling E/W rsaa 0 0 rr►r 0 ++sr SE/SW 0.0 0 *+rw ►raw 1813 q8 sws+ 1 B 13 +*+w South 38.0 48 ata+ a+r* Horz 0.0 0 tasty 0 p swaw 0 689 428 39 689 428 g Other doors a lOD 17.5 10.9 39 p 0 b 0.0 0.0 0 0 p 0 9 Net a 12C 3.4 2.1 1495 5114 3176 1495 5114 3176 Exposed b113C 1.4 1.4 379 512 512 3790 5120 5120 0.0 0.0 0 0 0 Walls and c 0 p 0 0 0 0 0 d 0.0 0. Partitions 0 0 0 p 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 p 0 to Ceilings a 16G 1.3 1.5 2516 3155 3653 2516 3155 3653 b 16D 2.0 2.3 855 1722 1994 8550 17220 1994 c IBC 1.9 2.2 0 0 0 11263 0 it Floors a 23B 43.3 0.0 260 11263 0 260 0 0 0 0 0 0.0 0.0 0 b p 0 C 0.0 0.0 0 0 0 0 12 infiltration a 29.3 6.9 484 14194 3320 484 14194 3320 tar+ \rww trwa +rra +ver* r+sr 48886 '*'* 48886 *rwa 13 Subtot Btuh Loss=6+8.+11+12 / cars 1 10° 4889 0°/ 4889 +rrr r#ws 14 Duct Btuh Loss 5377 5 r\+r ar+w rrs\ rp+ ++•+ 53775 '•*' +rrr 15 Total Btuh Loss=13+14 rrrw +•+• 3000 10 r+sr 3000 300 10 no,y :vw#w 16 int.Gains: People wuso 1200 1 mww 1200 1200 1 **** **** � APPI. Q 44760 wsrw ave»w w*** +**+ 44760 ***• 17 Subtot RSH Gain=7+8.+12+16 4476 a*a* 4 47 6 10°/ "*•" °/ 10% `"•` 18 Duct Btuh Gain1. 49236 '*rr 00 •**' 49236 1.00 ••`* 19 Total RSH Gain=(17+18)*PLF '\rs awar 2633 2633 +r** 2633 2633 `*`* 20 CFM Air Required printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. Right-Suite: Ver 4.1.20 S/N RS R2 2 6 4 9 RIGHT_J WINDOW DATA File name CARMEL-4.RSR Job# W S D W G L S S O N A S O O W C W S V G N H V V H H N H N K I A L O T H G C R R G T A A D Y R L A W R A H L W L Z E M D G Z L O X Y T M R R WHOLE HOUSE a n s a c n n n n 2 90 1.0 0.0 0.0 1.0 38.0 47.7 0.0 a n e a c n n n n 2 90 1.0 0.0 0.0 1.0 72.0 230 0.0 a n n a c n n n n 2 90 1.0 0.0 0.0 1.0 23.0 46.0 0.0 n n a n w a c n n 2 90 1.0 0.0 0.0 1.0 72.0 91.0 0.0 1.0 0.0 0.0 1.0 51.0 30.0 0. b n ne a c n n n n 2 90 r REQUES"T'T'O USE CONSULTANT FOR INSPECTION SERVICES Iver. Thornes H. Goldsbury, P.E., C.B.O., Chief i Building Inspection Division City of Jacksonville 220 r°,a m Day Street Jacksonville, Florida 32202 In accordance with Florida Statue 468 and the Tequirements established by the City of Jacksonville, 1, Co re ucst pennission to employ (Print or type name tapermittee) (Print or ryDe name of Consultant) from your approved list of consultants to provide inspection services for permit number located at 35 8 1 ee 1' (Ptrt;,i,noJtypdye�r) (Print or type address or proicco -� Check Category of Inspectiou Servicers to be performed by consultant: (Consultant must perform all inspections in the selected category.) _Foundatinn iip to anr9 innhrding slab _(All"Building Required"inspections per Exhibit B, framing, interior and final phases. f:ornplete plumbing —Complete electrical —Complete mechanical TComplete permit (ioc:Kides all of the above) With this independent inspection, I accept that the City of Jacksonville reserves the right to also prtwide random inspections for assurance of Codc compliwice, If found unsatisfactory, the City of Jacksonville tvill require forth%r corrective action. Further, I hold the City of Jacksonville, ,its miployees and age Sts harmless for any liability associated with omissions or corrections to the doeomexits, evaluation of the project o► selection of qualified contractors and I accept al! liabilities thdreto. OWNER 0 -D• Cefte-0b��o -CONTRA OR Oft Ohvti�� O�per�4jc r �✓ AGVNT: (p t or Type NI Me) QUALM (print or Type Nrme) Signator . _ Signature Qy&&,�J Datc- O - 13 - Date: t 0 - a 3- o Z ES � JOYCE ANN ZORNES IGPr'Eeo}MISSION#DD 123595 No ' Q�} 123595 ES:September 24,2006 =EXPTep er 24,2006 qOaW�NtyPPsni °` pwywyb rice Psnl Kno d My My Lonunission Expires: [Approved by,_. Date OFFICIAL USE ONLY EXHIBIT F S rL�Jl,v CITY OF ATLANTIC BEACH J�3 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 3s1 TELEPHONE:(904)247-5800 j } FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.R.us Thursday, October 24, 2002 Coppenbarger Homes 7700 Square Lake Blvd. Jacksonville, F132256 Attention: Ronnie Coppenbarger Your"Request to use consultant for inspection services" is being returned unapproved. We do not have consultants that are approved for inspections in Atlantic Beach. Don C. FordBO Building Official Cc: City Manager File,"', STOP WORK CITY OF ATLANTIC BEACH BUILDING AND ZONING DEPARTMENT NOTICE This building has been inspected and : General Construction `Concrete and Masonry ❑ Plumbing ❑ Mechanical ❑ Electrical ❑ Gas Piping IS NOT ACCEPTED CORRECT AS NOTED BELOW, BEFORE ANY FURTHER WORK ��VA i� DO NOT REMOVE THIS NOTICE Inspector: r (_ Date: � ' S'�OZ, Failure to respond to this Notice within 10 days will result in this violation being forwarded to the CODE ENFORCEMENT BOARD. The posting of this Placard by its content shall serve as due notice. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD S " ATLANTIC BEACH,FLORIDA 32233-5445 J Std TELEPHONE:(904)247-5800 J FAX: (904)247-5805 SUNCOM:852-5800 ?� http://ci.atlantic-beach.fl.us Z ------------ FROM------ ----------------- ----------------- ----- ---------------------------------- - -------- ---_ -�- ----------------------------- J vi"u.�r" 7., ' CITY OF ATLANTIC BEACH yL�l rJv� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 J A, AIS TELEPHONE.(904)247-5800 J FAX: (904)247-5805 - SJ SUNCOM:852-5800 =r -+ http://ci.atlantic-beach.fl.us l C, November 5, 2002 Coppenbarger Homes 7700 Square Lake Blvd. Jacksonville, Florida 32256 Mr. Ronnie Coppenbarger; On April 25, 2002, you were notified by a Returned Permit Application form stating that we do not have a tree board permit for 358 19th Street. (Lot 1, Unit 12-A, Selva Marina) As of today's date we still do not have a tree permit so we have issued a Stop Work order on this property. Please come into the Building Dept. and apply for a tree permit immediately. If you have further questions regarding this issue, contact Don Ford at 247-5826. � Tha u, jqq C ' Don Ford 2w�Q ��e v►�� Building Official, City of Atlantic Beach Cc: City Manager 36 3— f 4/1 q file 73 /- Alva CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX: (904)247-5805 j SUNCOM:852-5800 t „ http://ci.atlantic-beach.fl.us C ,t' s Thursday,November 21, 2002 Coppenbarger Homes 7700 Square Lake Blvd. Jacksonville, Fl. Attention: Ron Coppenbarger Dear Sir, The Atlantic Beach Tree Conservation Board has reviewed your tree survey for the lot addressed as 358 19th St. and requested the following information: 1. A survey to scale, showing the lot and outlining the area that has been cleared. This information should be submitted no later than 10 days prior to the next meeting. The next scheduled meeting is December 11, 2002. If you have any questions concerning this matter please contact me at 904-247-5826 or by E-Mail at dford@ci.atlantic-beach.fl.us. Sincerely, �'G . C- Don C. Ford CBO Building Official CC: City Manager Tree Board Members File CERTIFIED MAIL ■ ■ ■ � ri r�`f rJ�) CITY OF ATLANTIC BEACH ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH, FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atiantic-beach.fl.us FAX To: Ma92 ffyll-r-51)al Fax#: 5z i - From: Jennifer Date: Pages: — Re: `(�r 5�►�� 5 f�' 35 1 S+. ❑ Urgent OlFor Review ❑ Please Reply Notes: I Co penharger Homes, Int. Monday,December 02, 2002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLI;,� is BEACH, FLORIDA 32233-5445 Attention: Don Ford, CBO Dear Sir, I am faxing you the required information yo requested in your letter dated 11/21/02 , and per our conversations Wednesday,November 27, 2002 at 3 PM and Monday, December 2, 2002 at 7:05 AM• the area that has outlinin The request was a survey to scale, showing permit lot and #02-00024874 issued on 9/23/02 by been cleared after the receipt of build g your office. request to be placed on the Atlantic Beach Trationnand answernservation any Board Furthermore I am req resent inform `s agenda for a minimum of 15 minutes, in order to p questions concerning the lot at 358 19'" Street, at their next meeting Wednesday, December 11, 2002 at 7:00 PM. Please forward this request to the Tree Board Members as required. Si rely, George Paspalans Coppenbarger Homes, Inc. Custom Projects 7700 Square Lake Blvd. • Jacksonville, Florida 32256 • (904) 363-1414 LOT 1 , SELVA MARINA UNIT 12-A DCpenbarger PLAT BOOK 36 PAGE 64 Homes, Inc. OF THE CURRENT PUBLIC 7700 Sgvara Lake Blvd PhOlw: (904) 363-1414 RECORDS OF D U V A L COUNTY, �acksonvilla, FL 32256 Fax: (904) 363-1994 FLORIDA. Offen" To mtZ t15 PE-R 1,+15 R(n-Q.,e-sT to TREE SURVEY S 89'56'29" W 79.96' (MEASURED) S 89'35'07 W 80.00 (PLAT) I I o w N O I Q Q waf �W �Q Cn J O Q ai W N O .moi p O N o � Z,NDI Uf(ES N o A¢-LA CJ-CA D N 50 3 V I L.T 3 F-G5NoeNC'e7W- 'h h 1�Lf 11.0 11Y G- a� P6R•+�IT w w o o w�S j'Stvf_0 tO z 0 f4PpD%1p1R u' in N z 0 0 17 S O N N N 89'35'07' E 80.00' (PLA N 89.4429" E 80.15' (M ASURED) 19TH STREET (60.0' RIGHT OF WAY) LOT 1 DATE: 12/02/02 SCALE: 1" SELVA MARINA REVISED: M D DRAWN BY: ED = CARMEL REVISED: M D Y LOT GRADING TYPE: X Y SHALL © i° MAR LOT 1 , SELVA MARINA UNIT 12—A penbarger PLAT BOOK 36 PAGE 64 C 4 Homes, Inc. OF THE CURRENT PUBLIC 7700 Jacksonville, Lake FL 3 lv ��: f90) 363-1414 14RECORDS OF DUVAL COUNTY, FLORIDA. (0f*L-A, ,0 To MP— rbO f- Pp. 1-:2)a40A '45 PER 4"3 �FQ��5T UK TREE SURVEY S 89'56 29' W 79.96' (MEASURED) S 89'35'07"'W 80.00 (PLAT) 0 w o w U) o% J Q vCL W Qv Ov w . NO O O O N N N ern, E5 o AeC-A To \-3VILT 51NG4'f- fi4m1L 3 RC-510CNCC- ?w- M i� njU140�N(r ww � Ln N PERMIT o b WerS rssa 0 N Z ApPaox�►>7R 00 O N Z �SSo N N 89'35'07" E 80.00' (PLAT N 89'44'29" E 80.15' (M ASURED) 19TH STREET (60.0' RIGHT OF WAY) DATE: 12/02/02 SCALE: 1" = 209-0" LOT 1 REVISED: M D Y DRAWN BY: ED SELVA MARINA ccXKNr MARSHALL PUN: CARMEL REVISED: M D Y LOT GRADING TYPE: X ,r. 1;•.: ..,L','. .:s. i- 'ysz..�' ar-=' s' .�� rr 'rs-rf L..s,rtr J..�..ts�. -�; .. ?• rt,:. 5--. .� _ x'r � � zr,s ss �:�rr�^�>:7::::K- �,. r' r x � . ,y- kms. i,; '•`x. s i .L ,#r p ,• •Y 7.; r � t { k �. •%f"�R ��J�:^ y,. ra:�"•''r;tx':P'r{%f's 'u. � 4 ,�, r"r' � ��_ hr TP .�-r•��. 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RJEUMM nn IF UMA"SEBTrAll 1305 Cedar Street DATE i 0 NO.0244 Jacksonville, Florida 32207 09/l%/1.�7" JO (904) 396-3060 ATTENTION Ur, Don Fort TO City cf At1ant1c, Beahll. s,E Lot 1 "+�'lva Marina Unit 12'-A WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ DESCRIPTION COPIES OATE NO. 3 co few of lot F-ratl tTIR n1 8D THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return, corrected prints ❑ For review and comment ❑ 20 L-1PRINTSRE ,. RNED AFTER LOAN TO US ❑ FORBIDS DUE REMARKS COPY TO SIGNED:- Jntne, M . Lucas, i?.E. if enclosures are not as noted, kindly notify us at onto, j2FCF1VF° 1 city of Atlantic Beach Building Permit DEC 1 12002 Applicant to complete numbered spaces only Job Address: 1 Lot No. Block: Tract: see attached sheet 2 owner(Mailing Address): Registration# 3 Contractor(Mailing Address): Registration q Architect or Designer(Mailing Address): Registration 5 Engineer(Mailing Address): 6 Lender(Mailing Address): 7 Use of Building: g Class of work: New Addition Alteration Repair Move Remove g Describe Work: f�or'QN7es�Uss poly 10 Valuation of Work $ Pdah Check Fee Permit Fee` 11 Special Conditions: �` T p of Construction Occupancy Group Division -, f �y .*"Building N4 +OLS*ies Max Occ.Load Fire Sprinklers �aJL•�NA�' FffrezR[fe #:1�8�one - Yes No /d. No.Of Dwell Parking Spaces: Uncoverf Units Covered { ecia pprova equire terve o eqqkW w !!! ccep e ons ec a pprove P r S NOTICE Zon�nc Separate permits are required for electrical,plumbing,heating, 5 ventilating or air conditioning. This permit becomes null and void if work or construction authorized is not commenced within 6 Health Dega",t months,or if construction work is suspended or abandoned for a period of 6 months at any time after work is commenced ' dire Dept. a s I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws of r laws and ordinances governing this type of work will be complied `Soil Report ,[ with whether specified herein or not,the granting of a permit docs not presume to give authority to violate or cancel the provision of any other state or local law regulating construction of the Other(Specify) Ilk , performance of construction. 1... Signature o on rac or or u ooze en a e Signature-of owner wner Builder) a C.O.A.B Building Department Page 1 of 1 Building Of -Don C. Ford, C.B.O. Buildiri6r 26"ing, Deputy Building Official- Larry Higgins Department Building Clerk-Pat Harris The Building Department ensures development proposals comply with building codes and ordinances, regulations and standards set forth by the City and other regulatory agencies. The department reviews building plans and oversees the City permit issuance process, performing prompt and thorough inspections at the various stages of construction and investigates complaints pertaining to code violations. For questions relating to Building Codes, Electric Codes, Mechanical Codes, Energy Codes, Plumbing Codes or Handicap Codes call (904) 247-5826 or e- mail our Building Official. Newt Building Code forms available for download. You must have Adobe Acrobat installed before you download. Building Permit Form - Plumbing Permit Form Electrical Permit Form Mechanical Permit Form Gas Permit Form Copyright©2001 City of Atlantic Beach,Florida Last Modified:5101 http://www.ci.atlantic-beach.fl.us/building.htm 12/11/02 penbarcger LOT 1 , SELVA MARINA UNIT 12—A Co A Homes, Inc. PLAT P00K 36 PAGE 64 7700 Squavu Lake Blvd. Phone: f904 3e3-1414 OF THE ry CURRENT PUBLIC Jacksonville. FL 32268 Fax. (9041 3e3-1994 RECORDS OF D U V A L COUNTY, ELO-RID . TREE SURVEY TO FAm►grN A- T L 1 v l7 A k S r r R-I-,a-e --f- NouvotiuN3w ON 1/ O 3dld NOW Z/L OW10 �''� y�) '��L' (9 f'K. NOLEVOULLN301 ON 3did NOW jr/£ uNnaA ao VAL �a n�y- Lj v i� 0 A Y-'5 --� it3 7'r � L dM sA-L \o�` `tt 7it 0 ' z lm tN31AINa3nco x x LI v t✓�vG 51}cj?�l OW i 0� / DEC 1 1 2002 . x tiye / o BY: NOLLVOULLN3111 ON 4 3d1d N0111 ?V1I oz/t aNnoA 01 t uval3u ai aN �j�l � 3d1d NOM _Z/L ON0&i ( f"L \ 19TH STREET DATE: SCALE: 1" = 20'-0" LOT 1 REVISED: M D Y DRAWN BY: ED SELVA MARINA REVISED: M D Y LOT GRADING': TYErt MARs13ALI. "' CARMEL C penbacr°ger LOT 1 , SELVA MARINA UNIT 12-A Homes, I'Ac. PLAT BOOK 36 PACE 64- OF THE CURRENT PUBLIC 7700 Square Lake BIWL Phone: (604 965-1414 RECORDS OF DUVAL C ' UNTY, Jacksonv{Lte, FL 52256 Fax. 904 865-1884 t RECFIVT�, _. TREE SURVEY DEC 1 1 2002 . 8Y: S 89'56'29" W 79.96' ( MEASURED) —_-"-- S 89'35'07" W 80.00' (PLAT) d liyU•�+itL a it l )Y- M vp NO N N .75 23.67 ' I N N00 10� L3.0 5.67 vi 10.50 ` CARMEL p M c Ld ( 59.50 x 56.00 O.A. o Uco � tO �i 1 o N 00 00 Q L,( � �1 � Z z to s� 0 6.5 0 11.33 N � 10. bk-AL 5 `'� 11.17 I 0 03 20.00 x �>�► N 99'35'07" E 80.00' (PLAT N 89'44'29" E 80.15' (MEASURED) 19TH STREET n ; � (80.0' RIGHT OF WAIT) �pi&" f L,1 I v (1 C/ 6 DATE: 88/02 SCALE: 1" = . 20'—®" /2LOT 1 REVISED:.M D Y DRAWN BY: ED SELVA MARINA REVISED: M D Y LOT GRADING TYPE: X ` MARsHAta. `°''�° CARMEL 4 , Co pen ba�ge� Homes, Inc. RcFjvF- - D DEC 1 1 2002 Monday, December 02, 2002 BY: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLAN I IC BEACH, FLORIDA 32233-5445 Attention: Don Ford, CBO Dear Sir, I am faxing you the required information you requested in your letter dated 11/21/02 , and per our conversations Wednesday, November 27, 2002 at 3 PM and Monday, December 2, 2002 at 7:05 AM. The request was a survey to scale, showing the lot and outlining the area that has I been cleared after the receipt of building permit#02-00024874 issued on 9/23/02 by your office. Furthermore I am requesting to be placed on the Atlantic Beach Tree Conservation Board `s agenda for a minimum of 15 minutes, in order to present information and answer any questions concerning the lot at 358 19th Street, at their next meeting Wednesday, December 11, 2002 at 7:00 PM. Please forward this request to the Tree Board Members as required. Si rely, George Paspalaris Coppenbarger Homes, Inc. Custom Projects 7700 Square Lake Blvd. • Jacksonville, Florida 32256 • (904) 363-1414 LOT 1 , SELVA MARINA UNIT 12—A penbarger PLAT BOOK 36 PAGE 64 C 4 Homes, Inc. OF THE CURRENT PUBLIC 7700gua7 Lake FL 32256 Fax:: �9 44J 463 14 14 4 RECORDS OF D U VA L COUNTY,, FLORIDA. C�Pftx�o To MP- sbO f0ap. l-�21 a)0A 10 PER 415 TREE SURVEY S 89'56'29" W 79.9 80 0 M (PLAT)S 89'35'07' W ) 0 uj w N Q d W En J � <.a:, Ov W _ �p N O p O � N N N ZNDI U�(E5 d AP-c�R U-Cf4 D Yo ZVILT 3 � (zGS�OCNt.� TRZ �V 1L0 I/V LJ w PEWIT `O o 0 were FS%va D AWWMA a N Z y5'510 v7 N 89'35'07" E 80.00' (PLA TJ N 89'44'29" E 80.15' (M ASURED) 19TH STREET (60.0' RIGHT OF WAY) LOT I DATE: 12/02/02 SCALE: 1" = 20'-o" SELVA MARINA REVISED: M D Y DRAWN BY: ED car. MARSHALL PUN, CARMEL REVISED: M D Y LOT GRADING TYPE: X T�y.�x�e �'T:: :. ..,...�•' ,l',3.� Gam."+ _y. .a,-_rk.'_'�(:"l_ £r Ra r . 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Jrr r f Irl{ :7�' 1 � �'%"�i'._. .Y i � ��'C"%.t' ry Zt;•'.T•,.,' "sr.. Y:, - ?F ,,-Earl J l':2!C�_'.xy- '•.! 'r a 1:sh:f%i.,'i r' s r� '� " . .i•+�� .-r'ar } Y r t� Jx.Y X JY�r•" :4 G .%a?.+ YC y ...Yl ev ✓r'S. J 7 t J >nry 3111 r X Y -'� J � F J r ice"sr ok 1 6r'Y r - '��"" ' s ° el � � 'r.'�}y D tbib .5 r s ...� 'Yi:•' r ,. Y ri f r -�,-.x�' �y�r. J f.£ycss. ' s' �' �•y hx��x}T' r l s' r r E� r -Y` S Jts901jy rrna„ss l .a•.-�..�r}rs s'^- y,•sz :,,s '� 'r r'y 3' J` . r_f Yajg >~sx OR Fr��}} t3'1§"51-w a. a. 5 .-'rte Ys_ rf�r..; :e- r -- x gF,( 4 . DEC; 200'2 CITY OF ATLANTIC BEACH 800 SElvffNOLE ROAD ' ATLANTIC BEACH, FLORIDA 32233 .. . - INSPECTION PHONE LINE 247-5826 siF.I�. 1i,,: 1_iiil'1 14fiiiil.i :t 2-0020 -4874 . � i��.t0 �I�:3i t� Property Address . . . . 3 5 8 i 9.rli S•i P_nr•,l �a c �1-y rr'�',:� ri.�:. r;n{--;:'\ate _ 0TRT,^T V P. D�1aIilL�RTf''L� -L1�(d LL.Vll 4L.UL.1.1�V1VLl •L1v V.uL l 1 L1 LILu nLJLYLy PrcpertV'�Zlgning . . . TO DE UY1Jn1IjD fi `11 Vi:4L1V11 14td 1Vli . -3 064 Owlier ----------- ------ MA 1MTATTf r- T16TTla.f1f\'sAlvT_ ?T71.A '•1/1 Ti TS:-,�( A7T7R T7,n T.+i'! TT,'>I1aiT,a f'1 • .\lrrl•.Itll 1M 1\\�I•.1\ 11\/1+11•..] 5 n i y' ii STREET -1700 SQUA :E LAKE BL-M. ATLANTIC BEACH FL 32233 JACKSONVILLE -FL 32256 19'0:«, ---''._-- �ir_rilc.I �3tc InforTiat--i1+lE:si i�ltiLl; r`I�I�lilLY .tit�t�Il1 Ad 3 r oral desc. 2824y 3:301 Permit Fee 1108 .00 Plan Check Fee 546 .50 :%a?tea! I;�iiration Date _ 3 f i_3 I i).3 - - - V . ' . . . . , . C_:z Fv�.; �•;r wt". ---------- --------•----- (iAPI'1`1•111 lMI:'ILL3vEfvIEi�41' 3�' _00 ST CONSTRUCTION .SURCIL RCE 14 .8-9 SEWER IMPACT FEES i280.00 1 11 1 [TATER CONNECT CT+T_A-D 525.00 Fe ' 1111-a[laxy Charcreci Pain cr'edir_f(I Due ----------------- ---------- -- .------- ---------- ---------- �[�af f�l�l HLa` Iy� Ml• ---- - -- —1-- -- - n 1 Plan Clheck 'rorai h4h _30 546 _5i} ' titl _tltl Other Fee Total 269-9 . 61 2695 .61 ,0-0 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED LB—Y- 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. BUILDING OFFICIAL OD ) CITY OF ATLANTIC BEACH ►1.` / v� 800 SEMINOLE ROAD - X ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 #;> r FAX:(904)247-5805 j S} SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Friday, January 03, 2003 Coppenbarger Homes Inc. 7700 Square Lake Blvd. Jacksonville, Fl. 32256 Attention: George Paspalaris Subject: Letter of 1-03-03 request to be placed on Tree Conservation Board Agenda Dear Sir, We have received your fax of January 3, 2003 requesting to be placed on the Tree Conservation Board agenda of January 8, 2003. The agenda for the Tree Conservation Board closes out on the Monday (1Odays) before the meeting on Wednesday of the following week. The agenda items are assembled and mailed to the board members seven(7) days before the meeting. This gives the board time to review the applications and inspect the properties on the agenda. The agenda for the Wednesday January 8, 2003 meeting has been mailed out to the board members. The property at 358 19`h St. is on the agenda of January 8th for action by the board to refer the required mitigation to the Code Enforcement Board for review and action by that board. This is the only action the board can take at this meeting as any other action would have to be placed on the agenda and noticed at least 24 hours prior to the meeting. If you would like to be placed on the agenda of the meeting on January 22, 2003 please submit any information you would like the board to review on or before January 13, 2003. Sincerely, "Q,- C' Don C. Ford CB Building Official Cc: City Manager Jim Hanson Tree Conservation Board Members File t CITY OF ATLANTIC BEACH JFK 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 e TELEPHONE: 904 247-5800 czf FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atiantic-beach.fl.us Friday, January 03, 2003 Coppenbarger Homes Inc. 7700 Square Lake Blvd. Jacksonville, Fl. 32256 Attention: George Paspalaris Subject: Letter of 1-03-03 request to be placed on Tree Conservation Board Agenda Dear Sir, We have received your fax of January 3, 2003 requesting to be placed on the Tree Conservation Board agenda of January 8, 2003. The agenda for the Tree Conservation Board closes out on the Monday(1 Odays) before the meeting on Wednesday of the following week. The agenda items are assembled and mailed to the board members seven(7) days before the meeting. This gives the board time to review the applications and inspect the properties on the agenda. The agenda for the Wednesday January 8, 2003 meeting has been mailed out to the board members. The property at 358 19`h St. is on the agenda of January 8th for action by the board to refer the required mitigation to the Code Enforcement Board for review and action by that board. This is the only action the board can take at this meeting as any other action would have to be placed on the agenda and noticed at least 24 hours prior to the meeting. If you would like to be placed on the agenda of the meeting on January 22, 2003 please submit any information you would like the board to review on or before January 13, 2003. Sincerely, Jil- Don C. Ford CB Building Official Cc: City Manager Jim Hanson Tree Co ervation Board Members File C00 o penbarge� o .� Homes, Inc. �- Z Friday, January 03, 2003 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 VIA FAX AND MAIL Attention: Tree Conservation Board To Whom It May Concern: I am requesting to be placed on the Atlantic Beach Tree Conservation Board `s agenda for a minimum of 15 minutes, in order to present information and answer any questions concerning the lot at 358 19th Street, at their next meeting Wednesday, January 8th, 2003 at 7:00 PM. We are proposing to accomplish the following items in order to mitigate the fine imposed on us for the property located at 358 19th Street. 1. Hire a professional landscape architect to develop a landscape plan for the above-mentioned property that will be for the best interest to the surrounding community. 2. The landscape plan will be submitted to the Tree Conservation Board for approval before it can be implemented. 3. The landscape work will be of equal value as the amount of the fine imposed. 4. I will personally submit all necessary information and be available for any questions you might have. Please forward dii5 request to ail parties concerned as needed. Sinc ly, 7F eorge Paspalaris Coppenbarger Homes, Inc. Custom Projects 7700 Square Lake Blvd. 0 Jacksonville, Florida 32256 • (904) 363-1414 City °,AtIantic Beach Date: 0*03 R i' 'OPC ++er: eceint no; 68578 Descrion BP7 Ry Nount Bt1ILDIN6 Wder �RNITS 1 �CHSail 135.80 Total tendered 929 T35.00 otal paynent ff35.5.00 Trans date: $35.88 6/P4/83 Tire: 11:11:44 City of Atlantic Beach CLIST v R RECEIPT ***OC er: 1 CKdt TREK Tvoe. 786,-5 goer: 7/8283 81 Receipt no: Date: Qtv Amount Description '6327 ;35.88 2B0ilICD,NGPERMITS 1 s35.ea Tender detail g872 ;35.8'Z CK CHECKSTotal 835.88 Toa pav entd Tire: 15• Trans date: 7/8'2j15-.54-65 r WATER IMPACT FEE WORK SHEET ADDRESS: N DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 �- Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 d Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 I Drinking fountain ; n F 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 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 private 4 Water closet, private installation 4 Water closet, public installation 6 _ TOTAL NUMBER OF UNITS = Cc MULTIPLIED x 20 TOTAL $ S-A' U PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 941- S�YmO_ OWNER:_ LQV-i" gQ�t cJa-y-P�=� ( j 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [ ] 2. Determine actual physical properties of building. [ ] a. Determine building area each floor. (Area definition Chapter 62) ( ] b. Determine grade elevation for building. (Grade definition Chapter 62) [ ] C. Determine building height in feet above grade. (Height definition Chapter 132) [ ] d. Determine building height in stories. (Story definition Chapter 132) ( ] e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) ( ] f. Determine percent of exterior openings per floor. [ J 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) ( ] a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ ) b. Check allowable height and area increases permitted. (Chapter 135) [ ] 4. Check detailed Occupancy requirements. (Chapter 64) [ ] 5. Check detailed Construction requirements ( ] a. Fire Protection of Structural Members (Chapter B6 &Table B600) [ ] b. Fire Protection Requirements (Chapter B7 and Table 8700) [ ] C. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ ] 6. Review design as related to standards. (Chapters B16 - B26) [ ] 7. Check other requirements as necessary. [ ] a. Construction projecting into public property (chapter B32) [ j b. Elevators and conveying systems (Chapter B30) [ ] C. Sprinklers, standpipes and alarm systems (Chapter 139) ( ] d. Use of combustible materials on the interior (Chapter 138) [ ] e. Roofs and roof structures (Chapter B15) [ ] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Official don/sb.1 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 buildin renovations or additions, new driveways, decks or porches any increase in Impervious Surface area involves . Co penbarger LOT 1 , SELVA MARINA UNIT 12—A Homes, Inc. PLAT BOOK 36 PAGE 64 OF THE CURRENT PUBLIC ac°,°Fsosnv�ills F 3 256 Fax::(904 J 363-1994 RECORDS OF D U V A L COUNTY, FLORIDA. /MO7 C y4LL TREE SURVEY VNd�(2. BaV514 'TO tzrr/n19IN A-T L1vopY-5 LA v2�� „ R�=�►a Lor Noua3uN3a ON E lyi' _ Z!'� Uftk ��Nouroleuraal ON 3dld Noal z/L 0Nrm3 3dld Noal.r/e aNrmd 0 lb 6 L6 C � L1,N-aV.L 0/--*y-5 0a s 5 Ll1,f-- 0A 1G5 T"- 9`'- 6"- 3 7'< ` OL\yF� D/HL 51}a� \ocp. 7it o x x L lal 1N311N1DAa9 CO- -2�� o Llv� j IVC 5rtg L 0�✓' a5 91 - 6y p✓ i � x 6g0 x Nouru o� Naa ON q s 3dld Now.rJt oNrma r�LfLL ION Sr„I� 3dld NOMI Sty` 19TH STREET TE: SCALE: 1' = 20'-0" LOT 1 'ISED: M D Y DRAWN BY: ED SELVA MARINA ISED: M D Y LOT GRADING TYPE: X GLUM: MARSHALL I pum CARMEL LOT 1 , SELVA MARINA UNIT 12—A penbarger PLAT BOOK 36 PAGE 64 Co 4 Homes, Inc. OF THE CURRENT PUBLIC 7700 guar Lake lv phone: Fax: 044 36 144 RECORDS OF DUVAL COUNTY, FLORIDA. TREE SURVEY UNOl&R FaV514 A (Z/zMWI/v L I v dA-X-S V— p l c 0 Pry— tONWVOULLN301 ON NOLLNLiLVOl ON a11 14 — 21 3dld NON,.i/£ ONno-4 311d N0211 Z/l ONf10d A � A lk L av "L n/:�y- 5 Lo 11C 3f( o71( � LN oA' dall LIVE v� 5PWA-L `�l � z10-1 1N314NXAOO i o L IVC 5L X X X 1 0 5 ' NOLLV3l3&/i ON 38ld N0211 .Z/t ONf10d / $6 -60 L 4 ` 5 LLtlOULL 01 ON 3dld NO2JI ,Z/l ONnoi 4;Q0 19TH STREET EESED. SCALE: 1 = 20'-0" LOT 1 M D Y DRAWN B`(: ED PLANSELVA MARINA D: M D Y LOT GRADING TYPE: X am": MARSHALL CARMEL r l 1V AL LOT 1 I3L 0 CK __AS SI-:7-0 WN ON PLA*" SEL VA MARINA L:rNa-T NO. 12 -A AS RECORDED IN PLAT BOOK 36 PAGES h4 Of TH.' CURRENT PU9LIC RECORDS OF DUVAL GRAPHIC SCALE 0 10 20 40 80 � J ( IN FLET ) 1 inch a 20 ft. .. # 358- 1 STREET19TH � (60' R/M SET PK 699NAIL N 89'35'07'' �'01 49' ' C) PI E _ �`----121 .49 (C)( CL NDNPK N PI I - No I.D. I o ; .. $ I ..13, 20.21 ' N 89'35'07" E 80 00'(x')("��' — CONCRETE SCONCRF IF — DENOTES DRIVEWAY SIDEWALK NO ID ,a COVERED I • 1 0.70' CONCRETE 20.10' Lo Vi , 2' 10.5' 7 5 -- z u " 2.3 ,f. ' O G,5 O N ONE: STORY olol,Jo o g s m z ON . FRAME U 0 0� 0 F.F. ELFV. 15.1 -� rn >nGAR. EL.FV Z �m I ez rn�C qq.VERED Q1 I LA CZ, 23.70' °' CONCRET • 6 7' 10.5 0' p •' N O 1� C C =� r•; r_. FND RM N 89'35'07" E 80:•00'(fl)�N�) E: ADDED FINAL SURVEY (12/17/03) (MEL) D: ADDED FOUNDATION LOCATION SURVEY (9/22/03) (PLG) MARGO MARSHALL 28/03) (N�G) UNTRUST MORTGAI C: ADDED BUILDING RE—STAKE (4/ RICHARD MOREHEAC B: ADDED BOUNDARY be BUILDING STAKEOUT SURVEY ('% .�0'% A: ADDED TREE SURVEY (12/09/02) (JEW) CERTIFIED, T0: STEWART .TITLE4 OF__ D FOR: COPPENBARGER HOMES, INC. � .. BARTRAM TRi\-IR S L RVEYIN G , INC ' n�,`„•. T.�� ,�` Job russ russ Type ty ly L 1 L A A INA A251188 J1 10275F F03 FLOOR I7 1 I (optional) Builders first ource JAX, , Ryan aeseler 1 1 s ct 1 1 i ek Industries, Inc. Wed may 1 4 age 1 1-3-0 1-11-8 Scale = 1:26.3 3x6 3x3 x 33 = 1.5x4 II 1.5x4 II 3x3 = 3x3 = 3x6 = = = E F G H A B C D 0 i^ M L K J I P 0 N 3x3 I I 3x6 = 3x3 = 3x3 = 3x3 = 3x3 = 3x6 = 3x3 II Simpson HUS48 Simpson HUS48 6-7-8 8-7-0 15-2-8 15-2-8 LOADING (psf) S:Stress 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plrease 1.00 TC 0.30 Vert(LL) -0.23 L-M >786 M1120 249/190 TCDL 10.0 Lcrease 1.00 BC 0.81 Vert(TL) -0.31 L-M >571 BC 0.0 RIncr YES WB 0.53 1st LCHorz(TLLL M� deft = 1360 n/a Weight: 74 IbBCDL 5.0 CSBC/ANS195 (Matrix) LBRACING UMBER TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 4 X 2 SYP No.21) WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=823/Mechanical, I=823/Mechanical FORCES (lb) - First Load Case Only TOP CHORD A-P=-815, H-1=-815, A-B=-1115, B-C=-2657, C-D=-3459, D-E=-3459, E-F=-3459, F-G=-2657, G-H=-111 3=459, K-L= - 10 , I-J=0 BOT CHORD 0-P=0, N-0=2101, M-N=3175, L-M= 1204, B N=679, CN=-633, C M =340, H J=1321, G J= 1204, G K=679, WEBS D-M=-167, E-L=-167, A-0=1321, B-0 F-K=-633, F-L=340 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) na ls.mStrond2xstrogbacks, on gbacks ton nbe attached ogwalls at heir outer a ds oroc dfastened to each restrained by thertmeans.rth 3-1 6d ttuwinixr9nrpgi LOAD CASE(S) Standard r [lF _ O ll OOF:A � May 8,2002 -Job russ russ ype ty 'itriLe-ts—lon MA251189J110275F F04 FLOOR 1 totinal)ui ders first ource JA , , Ryan Haese er 4. 1 1 s ct 1 1 Mi ek Ind , c. ed ay 1 age 1 1-3-0 1-9-12 0;4-1.2 � ire Scale = 1:27.0 3x5 = 4x6 = 3x3 = 3x3 = 1.5x4 II 4x5 = 3x3 = 3x3 = 1.5x4 = A B C D E F G H d R Flo Q P 0 N M L K J 3x3 II 4x5 = 3x3 = 3x3 = 1.5x4 !I 3x3 = 3x6 = 3x3 = 4x5 = Simpson HUS48 6-7-8 8-5-4 15-5-8 15-5-8 late ffsets IX,Y1: d e, 1 ], 1 d e , 1- d e , 1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.25 M >736 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.34 M-N >536 BCLL 0.0 Rep Stress Incr YES WB 0.54 Ho LCLLL M�01 dell = 1360 n/a I Weight: 75 Ib BCDL 5.0 Code SBC/ANSI95 (Matrix) LBRACING UMBER TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Q=836/Mechanical, 1=830/0-3-8 FORCES (lb) -First Load Case Only TOP CHORD A-Q=-829, I-R=-825, H-R=-823, A-B=-1137, B-C=-2714, C-D=-3577, D-E=-3577, E-F=-3513, F-G=-2718, G-H=-1138 BOT CHORD P-Q=-0, O-P=2141, N-0=3258, M-N=3577, L M=3577, K-L=3263, J K=2137, I J=59 WEBS D-N=-173, E-M=-40, A-P=1348, B-P=-1225, B-0=699, C-0=-664, C-N=383, H-J=1297 G-J=-1220, G-K=709, F-K=-665, F-L=304, E-L=-138 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d inirruar nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ++�a+� t'u1y�� 5) CAUTION, Do not erect truss backwards. Via`+�aCE A �gTLFI 91 LOAD CASE(S) Standard 7 3 l '0L0Rt9�' +a� May 8,2002 FJo russ i russ ype Qty ly L 1 L AMA INA A251190 0275F F05 (FLOOR 3 1 (optional) Builders irst ource AX, , yan HaeseIer 4. 1 R1 s ct 1 i ek Industries, Inc. Wed May 1 Page 1 1-3-0 1-9-12 100 Scale = 1:27.6 3x5 = 3x5 = = 1.5x4 II 1.5x4 1.5x4 = A B C D E F G H S I10 R �o P 0 N M L K J 3x6 = 1.5x4 II 3x6 = 6-7-8 8-5-4 15-8-0 15-8-0 -1- LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.27 M >698 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.36 M >508 BCLL 0.0 Rep Stress Incr YES WB 0.53 1st LC LL M� dell =06 1360 n/a Weight: 76 Ib BCDL 5.0 Code SBC/ANSI95 (Matrix) LBRACING UMBER TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. TOP CHORD 4 X 2 SYP No-2D BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Q=842/0-3-8, 1=842/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD Q-R=-837, A-R=-835, I-S=-836, H-S=-834, A-B=-1158, B-C=-2761, C-D=-3674, D-E=-3674, E-F=-3584, F-G=-2770, G-H=-1155 BOT CHORD P-Q=60, 0-P=2172, N-0=3327, M-N=3674, L-M=3674, K-L=3335, J-K=2170, I-J=60 WEBS D--N�_18239, G-K 48 32, F K 32690, F-L 1238,303, E-0=7 48, C-0=-691, C-N=418, H-J=1317 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 3x3 M1120 unless otherwise indicated. 3) This truss has been designed with ANSVTPI 1-1995 criteria. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ��U�nHgi"rw"rgNi nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Cg A 'c1� IiFI�T�ry �. LOAD CASE(S) Standard C � S z ATE OF c OR ota1X)u�a�n" May 8,2002 Job russ russ Type �11,�tY ly L 1 LVA MA INAA251191 J110275F F06 FLOOR 1 (optional) Builders irst ource JAA, , yan Haeseler 4. 1 1 s ct 1 1 Mi ek Industries, Inc. Wed May 1 age 1-3-0 1-10-4 Scale = 1:23.1 3x5 = 1.5x4 = 3x3 = 3x3 = 1.5x4 II 3x3 = 3x8 = 3x6 = A B C D E F G 10 Q 0 N M L K I H 3x3 — 3x5 —_ 3x3 = 3x3 —_ 1.5x4 II 3x5 = 3x3 II 3x3 II 3x3 — TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 6-7-8 8-5-12 11-2-12 13-3-8 13-3-8 late f sets ( 1: 1 -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.17 M-N >773 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.24 M-N >555 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz1st (T LL M�0defl =1360 n/a Weight: 67 Ib BCDL 5.0 Code SBC/ANS195 (Matrix) LBRACING UMBER TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: J-K,I-J. REACTIONS (Ib/size) P=586/0-3-8, J=842/0-3-8 Max Grav P=599(load case 2), J=842(load case 1) FORCES (lb) - First Load Case Only TOP CHORD P-Q=-575, A-Q=-574, G-H=8, A-B=-745, B-C=-1679, C-D=-1527, D-E=-1527, E-F=-594, F-G=139 BOT CHORD 0-P=41, N-0=141 5, M-N=1823, L-M=1527, K-L 1 1527, J-K=-156, I-176, C- H-1=0 WEBS D-M=70, E-L=231, F-J=-7 53, A-0=847, B O= 817, B-N=323, C N= 176, C M= 356, F-K=893, E-K=-1122, G-1=-165, F-I=68 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. ;��nnimarxn 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d mHr nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `a.01 CB A- 4) CAUTION, Do not erect truss backwards. o' GgC1FICp��1��'$� LOAD CASE(S) Standard 7 # 3 � ATE OF r ALORttjP a� ED ��'rhJ+rngrirux�ntM�`"q`t`r May 8,2002 I russ russ ype ty L 1 L AMA INA Job A251192 IJ110275F IT100 ROOF TRUSS 1 2 to tionap1 age 1 Builders First ource AX, , Ryan Haeseler 4. 1 1 s ct 1 1 i ek In ustries, Inc. ed May 2-0-0 3-4.9 6-3-9 9-2-10 1 12-1-10 15-9-13 19-9-83-11-11 2-0-0 3-4-9 2-11-0 2-11-0 2-11-0 3-8-3 Scale = 1:44.6 5x7 = 1.5x4 II 6x8 = F G H 3x6 E 7.00 F1ff 3 x 5 D 3x5 C t B d{ oq J I 4x16 % N 0 M L K 2x6 II 8x8 = 4x5 = 4x6 = 8x8 = 3x6 = 3-4-9 6-3-9 9-2-10 12-1-10 15-9-13 19-9-8 2-0-0 19-9-8 late sets ( ): 1 4, -4 :DEF:Lin (loc) je �:-ATES GRIP LOADING Ipsfl SPACING 2 0 0 CSI2491190 TCLL 20.0 Plates Increase 1.25 TC 0.72 0.21 L M 0TCDL 7.0 Lumber Increase 1.25 BC 0.77 -0.25 L-M BCLL 10.0 Rep Stress Incr NO WB 0'93 Horz(THorz(TM� dell =04 124ght: 373 Ib BCDL 5.0 Code FBC2001 (Matrix) LBRACING UMBER TOP CHORD Sheathed or 3-2-3 oc purlins, except end verticals. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2 X 4 SYP No-3 `Except" WEBS 1 Row at midpt H-1 H-1 2 X 6 SYP No-1D, H-J 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=8555/0-4-15, B=8376/0-4-4 (input: 0-3-8) Max Horz B=644(load case 3) Max Upliftl=-5173(load case 4), B=-5187(load case 4) FORCES (lb) - First Load Case Only = 13751, C D= 12032, D E= 9464, E F= 6796, F G= 3824, G H=-3822, TOP CHORD A-13=61, B-C H-1=-7670 BOT CHORD B-N=1 1528, N-0=1 1528, M-0=1 1528, L M=10076, K L=7856, J-K 4467, F-K, F-K=5322, 1-1=167 WEBS C-N=136, C-M=-1722, D-M=2530, D-L=-3504, E-L=3914, E-K= F-J=-4067, G-J= 1574, H-J=7737 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground leve ptna�nixrunr@p� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 'CE A- p cyf occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 `��a�``� If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to ��ZtFl�r�l�� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 z _ 2) Provide adequate drainage to prevent water ponding. 3) WARNING: Required bearing size at joint(s) B greater than input bearing size. _ 2 4) Bearing at joint(s) I considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. ATE OF Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5173 Ib uplift at joint I and 5187 Ib uplift at joint B. 3" Nails as follows: 6) 2-ply truss to be connected together with 0.131"x �Nrrrurraun�r Top chords connected as follows: 2 X 4- 1 row at 0-5-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. May 8,2002 Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) Standard 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Plf) Vert: A-B=-54.0, F-H=-438.0, B-O=-251.0, 1-0=-442.0 Continued on page 2 ob russ russ Type ty I L 1 LVA MA INA 8251192 , J110275F IT100 (ROOF TRUSS 1 2 (optional) Builders first ource JAX, , yan Haeseler 4. 1 1 s ct 1 1 Mi a Industries, Inc. Wed May 1 age LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: B=-546.7 to-F=-438.0 Jruss ,TrussType A251193 ty 1 LVA A IN ob J110275F T101 I MONO HIP I 1 (o tionaq Builders first ource JAX, , yan Haeseler 4. 1 1 9-10-10 s ct 1 1 Mi ek Industries, nc. ed May 1 :4 Page 1 -2-0-0 3-7-4 6-8-15 14-3-7 18-11-12 4-4-13 4-8-5 2-0-0 3-7-4 3-1-11 11 3 1-11 Scale = 1:38.9 6x8 = 1.5x4 II 6x8 = E F G 3x5 7.00 12 D 3x5 C LID B O A 4x16 L K J I M 2x6 !I 8x8 = 8x8 = 8x8 = 3x5 = 3-7-4 6-8-15 9-10-10 14-3-7 15-11-8 , 18-11-12 2-0-0 18-11-12 Plate ffsets ( ,Y): -1 I, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.18 K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.22 K >999 BCLL 10.0 Rep Stress Incr NO WB 0.75 Ho (T LL MO 01 deft =H240 n/a Weight: 310 Ib BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-6 oc purlins, except end verticals. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 2 X 4 SYP No.3 "Except' WEBS 1 Row at midpt G H G-H 2 X 4 SYP No.2D, G-1 2 X 4 SYP No.2D REACTIONS (Ib/size) H=8781/0-3-8, B=8872/0-4-8 (input: 0-3-8) Max Horz B=374(load case 3) Max UpliftH=-4777(load case 4), B=-4899(load case 4) FORCES (Ib) - First Load Case OnlyTOP CHORD _-5523, _ 521, G H=-7629 BOT CHORD B-L=118 6, K-L 41 1856,150 DJ -K 1 9629, ID -J1554, E 7215, F1-M 159 H M=G 59 WES C-L=932, C-K=-2636, D-K=3039, D-J=-3885, E-J=4608, E-I=-2762, F-I=-2051, G-1=8577 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground leve using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an F�cun�niswn occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end saCE A +vgpG verticals or cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. \a�`t" The lumber DOL increase is 1.60, and the plate grip increase is 1.60 r �gtlFl �1 2) Provide adequate drainage to prevent water ponding. CY Tc4 31 WARNING: Required bearing size at joint(s) B greater than input bearing size. _ 4) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. 3 7 Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4777 lb uplift ATEOF at joint H and 4899 Ib uplift at joint B. 6) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-5-0 oc. E� Bottom chords connected as follows: 2 X 8 - 2 rows at 0-8-0 oc. "rr+»r,nruaL"A% Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 7) Special hanger(s) or connection(s) required to support concentrated load(s) DesignMay 8,2002 for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 tL 1 q INA y Job russ russ ype x1251193 J110275F T101 MONO HIP 1 2 I (optional) Builders first ource JA , , yan Haeseler 4. 1 s ct 1 1 i e ndustnes, Inc. Wed May 1 :4 age LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=-54.0, E-G=-438.0, B-H -442.0 Concentrated Loads (lb) Vert: M=-560.0 Trapezoidal Loads (plf) Vert: B=-546.4-to-E=-438.0 t ob russ russ ype Y Y 1 L A A INA A251187 J110275F IF02 (FLOOR 2 1 to tionall Builders FirstSource JAA, , yan Haeseler 4. 1 1 s ct 1 1 i ek Industries, Inc. Wed ay 1 4 age 1 1-3-0 0-8-8 1�_8-0 0�0,, 0i1 1-8-0 0 8 1 Scale = 1:25.9 3x6 = 1.5x4 II 1.5x4 II 3x6 = 3x6 = E F G H I A B C D Io l� N M L K J T S R Q P 1.5x4 II 1.5x4 11 Simpson HUS48 Simpson HUS48 2-4-0 4-0-0 6-4-0 9-11-4 11-7-4 15-2-8 15-2-8 TLOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/deft PLATES GRIP 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.03 L >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.04 L >999 BCLL 0.0 I Rep Stress Incr YES WB 0'27 Hst LCLLL Mi0n01/defl =J360 n/a Weight: 76 Ib BCDL 5.0 Code SBC/ANS195 (Matrix) LBRACING UMBER TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 4 X 2 SYP No-3 Except: WEBS 6-0-0 oc bracing: O-P,N-O. REACTIONS (MtGrav T=3113(oadhcaste 2) ,)J 4449(load case41 3),),3), 092 ax920(o d case 11 FORCES (lb) - First Load Case Only TOP CHORD A-T=-281, I-J=-437, A-B=-290, B-C=-395, C-D=-78, D-E=-248, E-F=-967, F-G=-967, G-H=-967, H-1=-518 BOT CHORD S-T=-0, R-S=395, Q-R=395, P-Q=395, O P= 323, N-O= 323, M N=769, L M=967, K-L=950, J-K=0 _ _ WEBS B P=-77, CD-N 100, D- N= $ C 636 E M=274, IK=614, H K=3527, H L= 268, D P=476, NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 3x3 M1120 unless otherwise indicated. `\`� "tuol"ImIl Ut�i 3) Refer to girder(s) for truss to truss connections. a,,,� 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 6d �S �LFI(;�r�lV11�'= nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _ YQ 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard : ' ATE OF z �1t11ItDklltiUl4Yb�� May 8,2002 Job I russ Iruss lype ty y L 1 L A MARINA 8251186 J110 275F F01 FLOOR 5 1 (optional) uilders FirstSource JAX, , yan Haeseler 4.201 R1 s ct 1 1 i ek Industnes, Inc. Wed May 1 Page 1 Scale = 1:13.6 1.5x4 1.5x4 11 1.5x4 II 1.5x4 II 1.5x4 II 3x6 = A 3x6 = B C D E F G I a 3x3 II 3x3 - 1.5x4 II 1.5x4 II 1.5x4 II 3x3 = 3x3 II 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I=PLATESGRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 H BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0 0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=50/8-0-0, H=50/8-0-0, K=148/8-0-0, 1=158/8-0-0, J=144/8-0-0, M=158/8-0-0, L=144/8-0-0 FORCES (Ib) - First Load Case Only TOP CHORD A-N=-45, G-H=-45, A-B=2, B-C=2, C-D=2, D-E=2, E-F=2, F-G=2 BOT CHORD M-N=-0, L-M=-2, K-L=-2, J-K=-2, 1-J=-2, H-1=0 WEBS D-K=-134, F-1=-142, E-J=-131, B-M=-142, C-L=-131, A-M=-2, G-I=-2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 61 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. E�mnJrp'//`, L LOAD CASE(S) Standard IFI m C}Y' � 3 a 7 * R ATE OF ED 00 f, s rnMimi May 8,2002 Job 7E - russ Type Qty y L 1 LVA A INA ,x.251 121 1110275 ROOF TRUS:4.201 2 1 (o tional) Builders irst ource JAX, , Ryan Haeseler 1 s ct 1 1 MiTek Industries, Inc. Wed May Ub 1 age 1 -1-10-4 3-0-0 1-10-4 3-0-0 C Scale = 1:12.3 7.00 Fff 0M B D mo 4 = A 3-0-0 1-10-4 3-0-0 LOADING (psf) SPACING 2-0 0 :::: DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 Vert(TL) 0.15 A-B >169BCLL 10.0 Rep Stress Incr YES0 Horz(TL) -0.00 C n/aBCDL 5.0 Code FBC2001 1st LC LL Min I/defl = 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 10-0-0 oc bracing. REACTIONS (lb/size) C=34/Mechanical, B=271/0-3-8, D=42/Mechanical Max Horz B=264(load case 4) Max UpliftC=-178(load case 5), B=-379(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=52, B-C=-62 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 178 Ib uplift at joint C and 379 Ib uplift at joint B. tuoltnnran%' Jk LOAD CASE(S) StandardC4T�1�� Z 1 7 * _ _ a AT8 0P ORt4 a ,rys ED fit, UJIM tiam��1 May 8,2002 Job russ russ ypety Ply . LOT 1 SELVA MARINA J110275 EJ05 ROOF TRUSS 3 1 1251122 1 1(o tional) Builders FirstSource JAX, , Ryan aeseler 4. 1 1 s ct 1 1 i ek Industries, Inc. Wed May 08 1 age 1 5-0-0 5-0-0 B Scale = 1:14.7 7.0012 0M A C 4 — 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.03 A-C >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.04 A-C >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 16 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) A=201/0-3-8, B=129/Mechanical, C=72/Mechanical Max Horz A=330(load case 5) Max UpliftA=-1 22(load case 5), B=-347(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=54 BOT CHORD A-C=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 122 Ib uplift at joint A and 347 Ib uplift at joint B. �t`dti��icu+i n i m i u n rq�r�4�� yCE A- LOAD CASE(S) Standard �4�TIFI 1 E 2 x �+ ATE OF 5� ,f �ORIUP +� t'+ . EDuro�r May 8,2002 Job russ I russ ype UtyFly LU I 1 btLVA MARINA A251123 J110275 EJ06 ROOF TRUSS 3 1 (optional) Builders first ource JAX, , Ryan Haese er 4. 1 1 s ct 17 2001 , ek Industries, Inc. Wed May 1 age -2-0-0 6-0-0 2-0-0 6-0-0 C Scale = 1:22.7 7.00 12 3x5 11 B A 3x8 11 6-0-0 2-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.20 D-E >341 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) 0.30 A-B >89 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.25 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 24 lb 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.2D REACTIONS (Ib/size) C=135/Mechanical, E=386/0-3-8, D=86/Mechanical Max Horz E=510(load case 5) Max UpliftC=-397(load case 5), E=-311(load case 4), D=-59(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=60, B-C=52, B-E=-298 BOT CHORD D-E=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 _ If end verticals or 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 397 Ib uplift p�apauarurrrVu/ at joint C, 311 Ib uplift at joint E and 59 Ib uplift at joint D. CEA 4b"//% LOAD CASE(S) Standard 2 1 7 lr s 3 �O ATfi OF ORt94' May 8,2002 Job russ russ Type ty ly L 1 L A A INA J110275 EJ07A ROOF TRUSS 1 1 A251 1,24 (optional) uilders FirstSource JAX, , Ryan Haeseler 4.201 R1 s ct 17 1 MiTel Industries, Inc. Wed May 08 1 age 1 3-10-6 5-5-2 7-0-0 3-10-6 1-6-12 1-6-14 6x8 = Scale = 1:16.9 C D Ll? Un 7.00 12 B LJ 4x5 = F E Cn 1.5x4 11 00 0 N N A 3-8-10 5-5-2 7-0-0 7-0-0 Plate Ottsets (X,Y): -4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.15 B-F >538 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) 0.13 B-F >632 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.08 E n/a BCDL 5.0 1 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins. C-D 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=230/0-3-8, D=41/Mechanical, E=223/Mechanical Max Horz A=367(load case 4) Max UpliftA=-221(load case 4), D=-78(load case 3), E=-303(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-96, B-C=145, C-D=2 BOT CHORD B-F=43, E-F=0 WEBS C-F=-337 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to .a�` CF A wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. Q i1F2� �! 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. = — Building designer should verify capacity of bearing surface. 7 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 Ib uplift = at joint A, 78 Ib uplift at joint D and 303 Ib uplift at joint E. s ATE OFr- 4 4 �c4 s Wig. l ��ORLf�P,��',S� LOADCASE(S) Standard '',»f' IIrkU„`n� �x�'``� May 8,2002 Job Truss Truss Type ty Ply LOT 1 SELVA MARINA . A251'25 J110275 iEJ07B ROOF TRUSS 6 1 (optional) Builders irst ource JAX, , Ryan Haeseler 4. 1 1 s ct 1 1 MiTek Industries, Inc. Wed May 08 1 Page 1 4-0-4 7-0-0 4-0-4 2-11-12 C Scale = 1:17.3 7.00 12 N B 4x5 = D 90 N N A 3-8-10 7-0-0 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 0.19 Vert(LL) 0.08 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.07 B >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1D 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) A=230/0-3-8, C=219/Mechanical, D=44/Mechanical Max Horz A=375(load case 4) Max UpliftA=-1 93(load case 4), C=-408(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-96, B-C=111 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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) A 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 Iby others) of truss to bearing plate capable of withstanding 193 Ib uplift 0"AVIVII 1""M1+14,i at joint A and 408 ib uplift at joint C. a`"��,$CE A. p % LOAD CASE(S) Standard ATE OF ED li�l�t li N II f t A f i t l l l{1111 ti�t�``� May 8,2002 Job Truss russ ype ty Ply L L A A INA i A251126 J110275 EJ07C ROOF TRUSS 8 1 (otional) ui ders irst ource JAX, , Ryan Haeseler 4. 1 R1 s ct 1 1 1 TekIndustrie—as, Inc. ed May 1 1: age 1 x— 2-3-11 7-0-0 2-3-11 4-8-5 C Scale = 1:17.3 7.00 12 c� B 4x5 = D o 0 A 0�C? 1 � 2-0-1 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.07 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.06 B >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D 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) A=249/0-3-8, C=209/Mechanical, D=70/Mechanical Max Horz A=4080oad case 5) Max UpliftA=-166(load case 4), C=-453(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-103, B-C=98 BOT CHORD B-D=0 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ,1minrwnr 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift CE A- at joint A and 453 Ib uplift at joint C. a zip` tIF1 1r S., LOAD LOAD CASES) Standard 2 s ATE OF j ��j p�ORtUA ��r tlf�kIIfJ71tlUnn�nt� May 8,2002 Job Truss Fuss ype PY Ply 1 L A MARINA A251127 J110275 HJ03 ROOF TRUSS 2 1 (optional)uilders first ource JAX 4.201 1 s Nov 1 Mi ek Industries, nc. Wed May 1 1:1 age 1 2-10-5 4-2-14 I I 2-10-5 4-2-14 4Se = 1:14.3 1.5x4 4.95 F1£ 3 CN 2 Li 6 5 2x4 - 1.5x4 II 1 4-2-14 4-2-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.77 Vert(LL) -0.05 6 >915 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.58 1-2 >65 BCLL 10.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP NoAD TOP CHORD Sheathed or 4-2-14 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=52/Mechanical, 2=296/0-4-10, 5=3/Mechanical Max Horz 2=197(load case 4) Max Uplift4=-112(load case 5), 2=-511(load case 4) Max Grav 4=52(load case 1), 2=296(load case 1), 5=106(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=58, 2-3=-68, 3-4=15 BOT CHORD 2-6=0, 5-6=0 WEBS 3-6=87 NOTESttnquudrwxrr�p�4 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, ��` �CE A. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an SIFI �1 occupancy category Il, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to z 1 wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 7 2) Refer to girder(s) for truss to truss connections. E z 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at a ATfiOF joint 4 and 511 Ib uplift at joint 2. '_� ED LOAD CASE(S) Standard �"`iNIUMP111lt%atpr�`H>>� 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) May 8,2002 Vert: 1-2=-54.0 Trapezoidal Loads (plf) Vert: 2=-2.6-to-4=-57.3, 2=0.0-to-5=-31.8 Job russ russ ype . ty ly LOT 1 SEA ARINA A251128 J110275 HJ05 ROOF TRUSS 1 1 (optional) Builders Firstource JAX 4.201 SR1 s Nov 16 2000 MiTeRIndustries, Inc. Wed May 1 : 4: Page 1 -2-9-15 3-8-10 7-0-14 2-9-15 3-8-10 3-4-4 male = 1:19.4 4.95 12 1.5x4 II 3 2 Li 6 5 1 2x4 — 1.5x4 II 3-8-10 7-0-14 3-8-10 3-4-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.10 6 >856 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.14 6 >600 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 4 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 240 Weight: 29 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=184/Mechanical, 2=380/0-4-15, 5=118/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-2=57, 2-3=-64, 3-4=58 BOT CHORD 2-6=0, 5-6=0 WEBS 3-6=4 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 1.33 2) Refer to girder(s) for truss to truss connections. 3) Standard loadcase(s) has been removed. Building designer must review loads shown to verify that they are correct for the intended use of the truss. t`��nNtainrwhJ�r�r4 A\aau�yCB A pHzzoG'� LOAD CASE(S) r p� TIF2� 7l 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 2 _ Vert: 1-2=-54.0 T Trapezoidal Loads (plf) Vert: 2=-2.8-to-4=-95.5, 2=-0.0-to-5=-53.0 s ATB OF ' ORtUQs l�;l S ED ry/�4irrrrru n rr i�r�rf rtntN�� May 8,2002 Job russ rus I ype Qty y LOT 1 S A ARINA A251129 J110275 HJ06 ROOF TRUSS 1 1 (optional) udders Ifirst ource JAX 4.201 1 s Nov 12000 MiTekIndustries, Inc. Wed May 08 1 age 1 -2-9-15 3-6-0 8-5-13 2-9-15 3-6-0 4-11-13 4 Scale = 1:26.7 4.951 12 3x5 3 3x5 2 ' 1 7 65 1.5x4 II 4x5 - 3x5 - 3-6-0 8-5-13 3-6-0 4-11-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.04 6-7 >999 Ml120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.63 1-2 >58 BCLL 10.0 Rep Stress Incr NO WB 0.17 Horz(TL) -0.01 4 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except" 2-82 X4 SYP NoAD REACTIONS (Ib/size) 4=207/Mechanical, 8=445/0-4-15, 5=257/Mechanical Max Horz 8=577(load case 4) Max Uplift4=-491(load case 5), 8=-4490oad case 4), 5=-224(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=62, 2-3=-345, 3-4=58, 2-8=-456 BOT CHORD 7-8=0, 6-7=293, 5-6=0 WEBS 3-7=76, 3-6=-332, 2-7=309 NOTES ��grn�rrurr�Nr 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to 2 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 491 Ib uplift at AIM joint 4, 449 Ib uplift at joint 8 and 224 Ib uplift at joint 5. OA LOAD CASE(S) Standardarruit n,r+ xrmr�� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 May 8,2002 Uniform Loads (plf) Vert: 1-2=-54.0 Trapezoidal Loads (plf) Vert: 2=-2.0-to-4=-114.5, 8=0.0-to-5=-63.6 Job russ . russType Qty ly L 1 SELVA MARINA A251130 J110275 J01 ROOF TRUSS 6 1 j toIntional) uilders first ource JAX, , Ryan aeseler 4. 1 R1 s ct 1 1 MiTek Industries, c. Wed May 08 1 1: age 1 -2-0-0 1-0-0 2-0-0 1-0-0 C Scale = 1:8.1 7.00 12 B ccc D 4 - coo A 1-0-0 2-0-0 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 0.44 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.11 A-B >226 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st 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) C=-99/Mechanical, B=278/0-3-8, D=14/Mechanical Max Horz B=189(load case 4) Max UpliftC=-99(load case 1), 6 -591(load case 4) Max Grav C=298(load case 4), B=278(load case 1), D=14(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=55, B-C=-82 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 C and 591 Ib uplift at joint B. ;`aattyC$ aA 'G LOAD CASE(S) Standard r" �gTIFj��cp1�� 2 A7fi OF r }' t AZORL�� r"'r+rirreEDusn�`�c r May 8,2002 Job russ . 1 russ Type ty y 1 A A INA i A251131 J110275 J02 ROOF TRUSS 2 1 t .o tional) uilders FirstSource JAX, , Ryan Haeseler 4. 1 1 s ct 1 1 Mr a Industries, IncWed May 08 15:01:06 2002 Page 1 -2-0-0 -- 2-0-0 2-0-0 2-0-0 C Scale = 1:11.8 7.00 12 3x5 II oco B T I TLJ ElNAD coo 2-0-0 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 1 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.00 D-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.12 A-B >213 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/def] = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 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.2D REACTIONS (Ib/size) C=-3/Mechanical, E=269/0-3-8, D=8/Mechanical Max Horz E=158(load case 4) Max UpliftC=-122(load case 5), E=-359(load case 4), D=-25(load case 5) Max Grav C=8(load case 4), E=269(load case 1), D=80oad case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=60, B-C=-52, B-E=-223 BOT CHORD D-E=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift t1�µtw+tt�inrunrgHiy� at joint C, 359 Ib uplift at joint E and 25 Ib uplift at joint D. `\aoyCE A. LOAD CASE(S) Standard 2 1 _ 3 ATE OF 'iq,^,NakfrrplHrttMnN� May 8,2002 russ I russ ype Qty ly L 1 L A A INA A251132 FA J110275 J03 ROOF TRUSS 2 1 (optional) wlders first ounce A , , Ryan Haeseler 4.201 1 s ct 1 1 MiTek Industries, Inc. Wed May 15:01:07 2 02 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 C Scale = 1:12.7 7.00 j 12 Qo B D x ao A 3-0-0 2-0-0 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 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.19 A-B >138 BCLL 10.0 Rep Stress Incr YES WB 0.00 HorZ(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st 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 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=285/0-3-8, D=42/Mechanical Max Horz B=274(load case 4) Max UpliftC=-1 73(load case 5), B=-412(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-66 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 173 Ib uplift at joint C and 412 Ib uplift at joint B. alnlMto)nrhn04 LOAD CASE(S) Standard `` LgCiF1C4��1�� 7 3 a _ � Z Tfi f GRL ��Sk'ra May 8,2002 Job Truss russ ype ty Ply LOT 1 SELVA MARINA `A251133 J110275 J04 ROOF TRUSS 2 1 to tional) Builders FirstSource J , , Ryan Haeseler 4. 1 1 s ct 1 1 i ek In ustries, Inc. Wed May 1: age 1 -2-0-0 4-0-0 2-0-0 4-0-0 C Scale = 1:16.3 7.00 12 U� 3x6 11 B 1 D x I I 4-0-0 2-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.05 D-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) 0.08 A-B >31 5 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.09 C n/a BCDL 5.0 Code FBC2001 I (Matrix) 1 st LC LL Min I/deft = 240 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-0 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.2D REACTIONS (lb/size) C=76/Mechanical, E=314/0-3-8, D=49/Mechanical Max Horz E=405(load case 4) Max UpliftC=-272(load case 5), E=-296(load case 4), D=-52(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=60, B-C=-65, B-E=-249 BOT CHORD D-E=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 272 Ib uplift at joint C, 296 Ib uplift at joint E and 52 Ib uplift at joint D. MiCEr 1Ary,k�'4�'`G LOAD CASE(S) Standard r � d 7 _3 .k �ft�p O-R May 8,2002 Job Truss Truss Type ty ly 1 SELV MA INA A251134 J110275 P1 HIP PIGGYBACK 1 1 Io tionall uilders irst ource JAX, , yan Haese er 1 1 s ct 1 1 i ek Industries, Inc. ed May 1 1: age 3-0-0 9-3-2 12-3-2 3-0-0 6-3-2 3-0-0 Scale = 1:21.2 REFER TO DRAWING PIGBACK60699 FOR PIGGYBACK DETAILS. 4x5 = 1.5x4 II 4x5 = 7.00 FTT C D E 1 i^ F B cy A G N 7r 3x5 = 3x5 = I6I o L J H Q o 1.5x4 II 1.5x4 11 1.5x4 II 3-1-12 4-0-0 8-0-0 9-1-6 12-3-2 12-3-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.03 F-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) 0.02 F-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 40 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=130/0-3-8, G=141/0-3-8, K=345/0-3-8, 1=360/0-3-8 Max Horz A=-93(load case 2) Max UpliftA=-1 50(load case 4), G=-177(load case 5), K=-403(load case 4), 1=-363(load case 2) Max Grav A=1300oad case 1), G=141(load case 7), K=358(load case 6), 1=369(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-58, B-C=-64, C-D=-37, D-E=-37, E-F=-64, F-G=-63 BOT CHORD B-L=55, K-L=37, J-K=37, I-J=37, H-1=37, F-H=55 WEBS C-L=-160, E-H=-158, D-J=-168 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 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to InIx1yM wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. Cg A. ,a 4) Bearing at joint(s) A, G considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. ^�g�iE l �j Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 Ib uplift 1 0 at joint A, 177 Ib uplift at joint G, 403 Ib uplift at joint K and 363 Ib uplift at joint 1. = 7 # a LOAD CASE(S) Standard l' 4f AL0 1 '!r'rlrgH n rA I t I U l tn�pt'x`„ May 8,2002 Job russTHuPSPGGYBACK Type Qty ly 1 SELVA MARINA A251135 J110275 P2 1 1 to tionall Builders FirstSource JAX, , Ryan Haeseler 4.201 R1 s ct 17 1 i I ek Industries, Inc. Wed May 08 15:01:10 Page 1 5-0-0 7-3-2 12-3-2 -i 5-0-0 2-3-2 5-0-0 = REFER TO DRAWING PIGBACKB0699 FOR PIGGYBACK DETAILS. Scale 1:21.2 4x5 = 4x5 = C D 7.0011 E rn N A N N I 1 B4x5 4x5 o ^ o H a o 1.5x4 11 1.5x4 11 4-0-0 5-1-12 7-1-6 8-0-0 12-3-2 12-3-2 Plate Offsets ( ,Y): [B:0-3-0,0-2-01, [ 1, LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.03 B-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.03 B-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.02 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st 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. 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 (Ib/size) A=132/0-3-8, F=138/0-3-8, J=339/0-3-8, G=367/0-3-8 Max Horz A=-159(load case 2) Max UpliftA=-1 42(load case 4), F=-155(load case 5), J=-400(load case 4), G=-375(load case 5) Max Grav A=141(load case 6), F=142(load case 7), J=339(load case 1), G=367(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-59, B-C=-88, C-D=-19, D-E=-86, E-F=-62 BOT CHORD B-J=28, I-J=28, H-I=19, G-H=29, E-G=29 WEBS C-1=-154, D-H=-172 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 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 a`tiiannimr�prp�� If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to „�*� CE A vHi, 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) A, F 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 142 Ib uplift = 7 # x at joint A, 155 Ib uplift at joint F, 400 Ib uplift at joint J and 375 Ib uplift at joint G. ATE OF LOAD CASE(S) Standard ORI�� •..;SSR �' o°r ntn Wa�0 May 8,2002 Job I russ Iruss ype >;y ly L 1 L A ARINA I J110275 P3 PIGGYBACK 2 1 A2511 1 36 to tional) Builders first ource AX, , Ryan Haeseler 4. 1 1 s ct 1 1 i ek Industries, Inc. Wed May 08 1 1:1 age 1 6-1-9 12-3-2 6-1-9 6-1-9 Scale = 1:21.9 4x5 = REFER TO DRAWING PIGBACKBO699 FOR PIGGYBACK DETAILS. D 7.00 1 12 1.5x4 1.5x4 11 E C LO B F N_ A G N N 3x5 = 3x5 - 17 it o l 0 0 1.5x4 11 1.5x4 11 1.5x4 ll 4-0-0 8-0-0 12-3-2 12-3-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.02 B-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.01 B-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 461b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=95/0-3-8, G=95/0-3-8, J=393/0-3-8, H=393/0-3-8 Max Horz A=-195(load case 2) Max UpliftA=-63(load case 5), G=-68(load case 5), J=-517(load case 4), H=-481(load case 5) Max Grav A=102(load case 6), G=102(load case 7), J=393(load case 1), H=393(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=-42, B-C=111, C-D=53, D-E=53, E-F=111, F-G=-42 BOT CHORD B-J=-46, I-J=-46, H-1=-46, F-H=-46 WEBS C-J=-222, E-H=-222, D-I=-54 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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) Bearing at joint(s) A, G considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. \a\�`a Z3C£ A- Building designer should verify capacity of bearing surface. atIF7� -tf 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at � joint A, 68 Ib uplift at joint G, 517 Ib uplift at joint J and 481 Ib uplift at joint H. _r 1 7 _ is LOAD CASE(S) Standard AT8 OF SED'!f111J1a1?111 t% o May 8,2002 Job Truss russ Type ty ly L L A INA A251137 J110275 (T01 ROOF TRUSS 1 1 (optional) Builders FirstSource JAX, , yan Haeseler 4. 1 1 s ct1 1 i ek In ustnes, Inc. Wed May 1 1:1 age 1 -2-0-0 2-6-0 5-0-0 8-1-12 11-3-8 2-0-0 2-6-0 2-6-0 3-1-12 3-1-12 Scale = 1:24.6 4x6 - 3x5 = 3x5 = 6x8 II C D E 7.00 1 1 H M 0 O N N B G F A 3x5 = 3x5 = 4x6 = 2-6-0 5-0-0 8-1-12 11-3-8 11-5 8 2-0-0 11-3-8 Plate Offsets ( ,Y): LOADING (psf) SPACING 2-0-0 I CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.05 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.08 A-B >313 BCLL 10.0 Rep Stress Incr NO WB 0.29 Horz(TL) -0.02 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 60 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 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=823/0-3-8, H=827/0-3-0 Max Horz B=298(load case 3) Max UpliftB=-1131(load case 4), H=-1089(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-1049, F-H=666, E-H=-151, C-D=-847, D-E=-69 BOT CHORD B-G=835, F-G=585 WEBS D-F=-728, C-G=228, D-G=368 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to ��4,inaln�MrrrxN� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 CB A. 2) Provide adequate drainage to prevent water ponding. ' 3) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. FjCgJ� k t Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 Ib uplift at joint B and 1089 Ib uplift at joint H. 'I 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 245.01b down and 513.Olb up ATE OF at 5-0-0 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 May 8,2002 Uniform Loads (plf) Vert: A-C=-54.0, E-H=-14.0, B-G=-30.0, F-G=-50.3, C-E=-90.6 Concentrated Loads (Ib) Vert: G=-245.0 Job Truss russ ype Qty ly LOT 1 SELVA MARINA A251138 J110275 T01G ROOF TRUSS 1 1 to p t i o n a l) uilders FirstSource JAX, , yan Haeseler 4. 1 1 s ct 1 1 MiTek ndustries, Inc. ed May 08 15:01:14 age 1 -2-0-0 3-0-0 6-0-0 8-0-0 2-0-0 3-0-0 3-0-0 2-0-0 Scale = 1:17.1 3x5 = D 7.00112 1.5x4 II 1.5x4 II E C F B Ll 1.5x4 II 1.5x4 II x8 4 1 G A x4 = _ 3-0-0 6-0-0 2-0-0 6-0-0 2-0-0 Plate Offsets ): -1 2,Edge], [B: -1- dge , F: - -1 dge], [F:0-1-9,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.04 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.15 F-G >190 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 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 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=354/1-0-0, F=354/1-0-0 Max Horz B=-154(load case 5) Max UpliftB=-542(load case 4), F=-542(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=57, B-C=-84, C-D=-69, D-E_-69, E-F=-84, F-G=57 BOT CHORD B-F=24 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 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 � ti��nainisr+�"raN�4ji 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the \`..�* CE A. face), see MiTek "Standard Gable End Detail" as 4) Gable studs spaced at 1-4-0 oc. rrr 4��gCIF7��71 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 Ib uplift at joint B and 542 Ib uplift at joint F. Vi 7 = 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, k and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All ,SOF connections to be designed by the building designer. �i TE 7) Gable truss supports 8" max. rake gable overhang. �',�1 OR1ED ��4�`� \ LOAD CASE(S) Standard f s�f ;+ Uum�n May 8,2002 Job russ I ryss Type ty y1 A A I A251139 J110275 T02 ROOF TRUSS 1 1 (o tional) Builders FirstSource JA , , yan Haeseler 4. 1 s ct 1 1 r ek Industries, Inc. Wed may 1 : 1:1 age 1 3-10-6 7-0-0 11-7-0 3-10-6 3-1-10 4-7-0 Scale = 1:22.1 6x8 - 2x6 II C D l 7.00 FTT LOLO L6 6 N CV B 4x5 = F 1.5x4 II 3x5 = o 0 A N 3-8-10 7-0-0 11-7-0 11-7-0 ate sets 1 ,Y►: -1 dge), LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.28 B-F >481 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.24 B >568 BCLL 10.0 Rep Stress Incr YES WB 0.28 Horz(TL) -0.16 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 56 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D "Except" TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. C-D 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=410/0-3-8, E=461/0-3-0 Max Horz A=341(load case 3) Max UpliftA=-479(load case 4), E=-570(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-181, B-C=-646, C-D=-53, D-E=-106 BOT CHORD B-F=669, E-F=681 WEBS C-F=163, C-E=-695 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to �„unrniarrnroii wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 o�"`�m CE A. 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. sgt1F1(�T71�'s� Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 Ib uplift 1 at joint A and 570 Ib uplift at joint E. e 7 it �c = ATE OF LOAD CASE(S) Standard '�zz+ifs ORto, ED 'I'�+�tJt1t11llV1riM� May 8,2002 Job russ russType aty SELVA MARINA A251140 J110275 T03 ROOF TRUSS 1 17(optional) Builders FirstSource J , , yan Haeseler 4. 1 R1 s ct 1 1 Mi ek n ustries, Inc. Wed May 08 15:01:1 Page i 3-10-6 9-0-0 11-7-0 3-10-6 5-1-10 2-7-0 6x8 = Scale = 1:26.7 1.5x4 II C D 7.00 12 V) ch B T. 4x6 - F 1.5x4 II 3x5 - 0 6 0 6 A N IN 3-8-10 9-0-0 11-7-0 11-7-0 Plate Offsets ( ,Y): Edge], -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.37 B-F >365 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.32 B-F >430 BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.20 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D "Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. C-D 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=410/0-3-8, E=461/0-3-0 Max Horz A=440(load case 3) Max UpliftA=-459(load case 4), E=-590(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-181, B-C=-356, C-D=6, D-E=4 BOT CHORD B-F=346, E-F=355 WEBS C-F=192, C-E=-597 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to ainiar�a wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 0'```��1� m"�4yi 2) Provide adequate drainage to prevent water ponding. r"es\ CLFJ 3) Bearing at joints) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. r� C4 $ Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 Ib uplift 1 at joint A and 590 Ib uplift at joint E. ATF OF LOAD CASE(S) Standard f AZORIpP 'f r�Ifllkun `v\,�` May 8,2002 Job Truss russ ype ty y 1 A A INA J110275 T04 ROOF TRUSS 1 1 A251141 (optional) Builders Firstource JAX 4. 1 1 s ov Mi ek Industries, nc. Wed May 1 4: age 1 3-10-6 11-0-0 11-7-0 3-10-6 7-1-10 0-7- Scale = 1:37.2 3x6 II 4 i 8x8 7.00 FTY 3 0 2 4x5 = 6 5 0 1 0 0 1.5x4 iI 6x8 = N 3-8-10 11-7-0 3-8-10 7-10-6 Plate Offsets ( ): [2:0-0-12,0-0-01 LOADING -1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.30 2-6 >452 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.25 2-6 >532 BCLL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.17 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 67 lb LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D 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 Except: 1 Row at midpt 2-5 REACTIONS (Ib/size) 1 =410/0-3-8, 5=461/0-3-0 Max Horz 1 =540(load case 3) Max Upliftl =-432(load case 4), 5=-617(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-181, 2-3=-595, 3-4=-89, 4-5=-32 BOT CHORD 2-6=610, 5-6=610 WEBS 3-6=167, 3-5=-718 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to ``�,4IVgmixrenrrya�i� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 "a�tCB A. 2) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 Ib uplift at joint 1 and 617 Ib uplift at joint 5. a — * - - �c z LOAD CASE(S) Standard y ATE OF or ED `�`,``1\ "11411u0j lit0% h May 8,2002 :Job I Truss russ ypety y 1 A INA A251142 J110275 T05 ROOF TRUSS 1 1 (optional) udders first ource JAX, , yan aeseler 4. 1 1 s ct 1 1 I ek Industries, Inc. ed May 1 1:1 age 1 3-10-6 8-4-5 13-0-0 16-8-4 3-10-6 4-5-15 4-7-11 3-8-4 4x8 = Scale = 1:36.9 2x6 II D E 6x8 C Ln Ln 7.00 12 ui in B 4x8 = G 00 A o0 3x5 = 4x5 = N N 3-8-10 13-0-0 16-8-4 16-8-4 Plate Offsets MY): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.70 B-G >282 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) 0.57 B-G >345 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(TL) -0.36 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 96 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-7-8 oc purlins, except end verticals. A-C 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D Except: WEBS 2 X 4 SYP No.3 1 Row at midpt B-G REACTIONS (Ib/size) A=620/0-3-8, F=680/0-3-0 Max Horz A=635(1oad case 3) Max UpliftA=-6780oad case 4), F=-845(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-279, B-C=-939, C-D=-506, D-E=-3, E-F=-86 BOT CHORD B-G=958, F-G=382 WEBS C-G=-695, D-G=625, D-F=-712 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to ,InNIAI�run�yH� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 CB A. wyi, 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Cg Building designer should verify capacity of bearing surface. rtQ �c41 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 Ib uplift at joint A and 845 Ib uplift at joint F. Alm WF LOAD CASE(S) Standard '%3 41ORl9� � ED "'il"01140 10 May 8,2002 Job I Truss russ lype ty Ply A INA A251143 J110275 T06 ROOF TRUSS 1 1 to tional) Builders FirstSource JAX, , yan Haeseler 4. 1 R1 s ct 1 1 i ek Industries, nc. Wed ay 1 1: age 1 3-10-6 8-4-5 15-0-0 16-8 4 3-10-6 4-5-15 6-7-11 1-8-4 Scale = 1:44.3 6x8 = 3x5 1 D E 6x8 U C 7.00 F B 4x8 = 00 q G F o 0 3x5 = 4x6 4-0-2 12-6-3 16-8-4 16-8-4 Plate Offsets (X,Y): [C:0-3-12,0-3-01, [D:0-5-0,0-1-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.68 B-G >290 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) 0.56 B-G >352 BCLL 10.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.35 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 3-7-8 oc purlins, except end verticals. A-C 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D Except: WEBS 2 X 4 SYP No.3 1 Row at midpt B-G REACTIONS (Ib/size) A=620/0-3-8, F=680/0-3-0 Max Horz A=735(load case 3) Max UpliftA=-654(load case 4), F=-869(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-279, B-C=-975, C-D=-571, D-E=-1, E-F=38 BOT CHORD B-G=994, F-G=159 WEBS C-G=-725, D-F=-720, D-G=710 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 verticalsIf end cantilevers w nd ThlumberDOL increase is 1 60, and the plate grip nidncreasexist, they are not exposed to e is 1.60 \```a„ CS Anrrf��4��,�' 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. 1IF1 Building designer should verify capacity of bearing surface. _ �� dip 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 654 Ib uplift at joint A and 869 Ib uplift at joint F. S TE OF LOAD CASE(S) Standard ��+1 �LOR VQ 'r/f'rrlr+�N�klpttfllNtt�*�Cti May 8,2002 Job Truss rus I ype ty y I LOT,1 SELVAMA INA A251144 J1 10275 T07 ROOF TRUSS 1 1 (optional) Builders First8ource JAX, , yan Haeseler 4. 1 1 s ct 1 1 i ek Industries, Inc. Wed ay 1 1: 1 Page 3-10-6 8-4-5 12-6-3 16-8-4 3-10-6 4-5-15 4-1-14 4-2-1 4x6 II Scale = 1:45.4 E 3x5 D I 6x8 N C 00 7.00 FTT B 4x8 = 0 0 A G F o 0 3x5 = 5x6 - N N 4-0-2 12-6-3 16-8-4 16-8-4 Plate Offsets (X,Y): -1 11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.69 B-G >285 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 0.57 B-G >345 BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.36 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1D 'Except' TOP CHORD Sheathed or 3-7-8 oc purlins, except end verticals. C-E 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. BOT CHORD 2 X 4 SYP No.2D Except: WEBS 2 X 4 SYP No.3 1 Row at midpt B-G WEBS 1 Row at midpt E-F REACTIONS (Ib/size) A=620/0-3-8, F=680/0-3-0 Max Horz A=809(load case 3) Max UpliftA=-633(load case 4), F=-890(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-279, B-C=-945, C-D=-572, D-E=46, E-F=-99 BOT CHORD B-G=957, F-G=429 WEBS C-G=-647, D-G=620, D-F=-705 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 , Nm�Mwanly, If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to �tiu�' CB A wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 p �� 2) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formulas 4� tIFI�* �1 Building designer should verify capacity of bearing surface. 1rtp �tfl 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 633 Ib uplift at joint A and 890 Ib uplift at joint F. 3 LTE OF LOAD CASE(S) Standard %sl ORtED 9P '�* i17 May 8,2002 Job Truss russ Type ty y L A I A A251145 J110275 T08 ROOF TRUSS 7 1 (optional) Builders irst ource JAR, , yan Haeseler 4. 1 R1 s ct 1 1 Mi ek Industries, Inc. ed May 1 1: age 1 4-0-2 10-4-6 17-2-4 r 4-0-2 6-4-4 6-9-14 4x5 Scale = 1:46.5 D 7.00(fT 8x8 C o a co B 4x8 = ti o to A F E o0 1.5x4 11 5x6 = IN 1" 4-0-2 10-2-10 17-2-4 17-2-4 Plate Offsets (X,Y): -4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.82 B-F >248 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 1 BC 0.76 Vert(TL) 0.69 B-F >294 BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.43 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D TOP CHORD Sheathed or 3-4-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 Except: 2 Rows at 1/3 pts B-E WEBS 1 Row at midpt D-E, C-E REACTIONS (Ib/size) A=641/0-3-8, E=701/0-3-0 Max Horz A=818(load case 3) Max UpliftA=-658(load case 4), E=-912(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-289, B-C=-996, C-D=-148, D-E=-90 BOT CHORD B-F=951, E-F=951 WEBS C-E=-1080, C-F=269 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �11, in�arwrrrryHr If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to a��.a`` CB A. wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. C4 Building designer should verify capacity of bearing surface. r `' 1r� to 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Ib uplift 7 — at joint A and 912 Ib uplift at joint E. a * 3 is 1 ATE OF LOAD CASE(S) Standard `'�4f ORt9�� ' Js riEDt,ati� May 8,2002 Job russ 11 russ Type 6 ty y A INA A251146 J110275 TT ROOF ROOF TRUSS 2 1 7(optional) Builders irstS ource JAX 4. 1 R1 s Nov 1 i ek Industries, Inc. Wed May vo 1 1: age 1 2-8-11 8-4-8 12-4-12 16-8-8 2-8-11 5-7-13 4-0-4 4-3-12 Scale = 1:59.6 Attach scab with a double row of 0.131"x3'' nails spaced 4x8 I 8" o.c. staggered 4". Refer to drawing CNNAILSP1299 for additional nail spacing information. 6 T 3x5 6x8 5 8 x 8 7.00 FTY 4 3 7 2 ; 1 p ^'- 4x8 = 3x8 = o 9 8 10 1.5x4 3x5 = 2-6-15 8-4-8 16-8-8 2-6-15 5-9-9 8-4-0 Plate Offsets MY): 4: -4- ge , -1-11 -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.32 2-9 >621 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) 0.26 2-9 >759 BCLL 10.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.23 10 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 130 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 4-6 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB 6-10 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) 1 =649/0-3-8, 10=687/0-3-0 Max Horz 1 =831(load case 3) Max Uplift =-643(load case 4), 10=-8820oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-279, 2-3=-974, 3-4=-512, 4-5=-453, 5-6=46, 7-10=-687, 6-7=-114 BOT CHORD 2-9=866, 8-9=866, 7-8=346 WEBS 3-8=-710, 5-8=574, 5-7=-603, 3-9=208 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If ��uwnixrwery� end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to CS A- wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joints) 1, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. far 4 TIFICgr'!t� Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 643 Ib uplift at o joint 1 and 882 Ib uplift at joint 10. = ATS OF LOAD CASE(S) Standard Y%34f �ORI�� ' Nar9lkaApq�� May 8,2002 Job Truss russ Type ty Ply 1 AMA INA A251147 J110275 T10 ROOF TRUSS 1 1 to tional) Builders First§ource JAX, , yan Haeseler 4. 1 s ct 1 1 i ek Industries, Inc. Wed May Ub 15:01:24 age 1 2-8-11 8-4-8 12-4-12 15-5-2 16-8-a 2-8-11 5-7-13 4-0-4 3-0-6 1-3-6 3x5 = Scale = 1:47.1 Attach scab with a double row of 0.131"x3" nails spaced 3x8 11 8'' o.c. staggered 4". Refer to drawing CNNAILSP1299 F G I or additional nail spacing information. 3x5 6x8 E 8x8 D 7.00 12 C M_ 0 B �A 4x8 = 3x8 - Q J I K 1.5x4 II 3x5 = 2-6-15 8-4-8 16-8-8 16-8-8 Plate Offsets (X,Y): -4- dge , 1F:0-3-0,0-2-4], [H:0-4-8,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.32 B-J >623 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98Vert(TL) 0.26 B-J >761 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.22 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 128 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. A-D 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB G-K 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) A=649/0-3-8, K=687/0-3-0 Max Horz A=776(load case 3) Max UpliftA=-658(Ioad case 4), K=-867(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-279, B-C=-975, C-D=-512, D-E=-453, E-F=-68, H-K=-687, G-H=-117, F-G=-15 BOT CHORD B-J=867, I-J=867, H-1=346 WEBS C-I=-712, E-1=574, E-H=-598, C-J=208 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 25 ft above ground level , using 5.0 psf top chord hord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an a\\"N occupancy category 11, condition II partiallyenclosed building, with exposure C ASCE 7-98 per FBC2001 CEA If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to p 'c wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 z 11F1 'fe � 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) A, K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Ib uplift at joint A and 867 Ib uplift at joint K. AfEOF 0Rt17Qvz LOAD CASE(S) Standard ?"J'+rarnirus untN�"� May 8,2002 Job Truss russ Type ty y LOT 1 SELVA MAKI A A2511481 J110275 T11 ROOF TRUSS 1 1 (o tional) Builders FirstSource JA , , yan aeseler 4. 1 1 s ct 1 Mi ek Industries, Inc. Wed May 15:01:26 Page 1 2-8-11 8-4-8 12-4-12 13-5-2 16-8-8 2-8-11 5-7-13 4-0-4 1-0-6 3-3-6 3x5 = Scale = 1:40.7 Attach scab with a double row of 0.131"x3" nails spaced 3x5 3x6 II 8" o.c, staggered 4". Refer to drawing CNNAILSP1299 for additional nail spacing information. F G 6 x 8 E 8x8 D 7.00 12 C M O B A 4x8 = 4x6 = loo o J I K 1.5x4 II 3x5 = 2-6-15 8-4-8 16-8-8 16-8-8 Plate Offsets ( ): D: -4- dge , -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.31 B-J >626 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) 0.26 B-J >765 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.19 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. A-D 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB G-K 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) A=649/0-3-8, K=687/0-3-0 Max Horz A=677(load case 3) Max UpliftA=-683(load case 4), K=-842(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-279, B-C=-976, C-D=-512, D-E=-453, E-F=-69, H-K=-687, G-H=-123, F-G=-18 BOT CHORD B-J=868, I-J=869, H-1=345 WEBS C-1=-716, E-1=575, E-H=-590, C-J=208 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 25 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 +,+nai�aranr r+u occupancy category ll, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 \+a`` CE A If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed toa wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 rtll:l ��t� 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) A, K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. t a Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 683 Ib uplift at joint A and 842 Ib uplift at joint K. o S ATS OF u� ORI�� LOAD CASE(S) Standard ,°j's ED May 8,2002 Job Truss russ ype ty ly L T 1 SELVA MARINA A251149 J110275 T12 ROOF TRUSS 1 1 (o tic al) Builders first ource J , , Ryan Haese er 4. 1 R1 s ct 1 1 MiTek ndustries, nc. ed May 08 15:01:27 age 1 2-8-11 8-4-8 11-5-2 + 16-8-8 2-8-11 5-7-13 3-0-10 5-3-6 6x8 = Scale = 1:37.6 Attach scab with a double row of 0.131"x3" nails spaced 3x6 I 8" o.c. staggered 4''. Refer to drawing CNNAILSP1299 D E for additional nail spacing information. 8x8 7.00 12 C M B i A 4x8 = Io H G 1 1.5x4 II 3x5 = 3x - 2-6-15 8-4-8 16-8-8 16-8-8 Plate Offsets MY): -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.31 B-H >642 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) 0.25 B-H >785 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.17 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D *Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. D-E 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB E-I 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) A=649/0-3-8, 1=687/0-3-0 Max Horz A=582(load case 3) Max UpliftA=-705(load case 4), 1=-820(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-279, B-C=-999, C-D=-616, F-1=-687, E-F=-133, D-E=-31 BOT CHORD B-H=897, G-H=898, F-G=456 WEBS C-G=-705, D-G=621, D-F=-634, C-H=195 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ominninirrN If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to aa`" CE A- wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. r �gSIF1 3) Bearing at joint(s) A, I considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ~ d 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 Ib uplift 7 # a at joint A and 820 Ib uplift at joint I. = S ATE OF a P LOAD CASE(S) Standard .off !s, ORtoED ��, '`s` May 8,2002 Job . russ russ Type ty ly L 1MARINA A251150 � J110275 T13 ROOF TRUSS 1 1 � (optional)Builders FirstSource JAX 4.201 R1 s Nov 1 Mi ek Industries, Inc. ed May 1 :1 age 1 2-8-11 6-4-12 9-5-2 16-8-8 2-8-11 3-8-2 3-0-6 7-3-6 Scale = 1:38.6 Attach scab with a double row of 0.131"x3" nails spaced 6x8 = 8'' o.c. staggered 4". Refer to drawing CNNAILSP1299 3x8 11 for additional nail spacing information. 4 5 1 7.0011 4x5 3 M Lf7, Lo 2 n F- 1 4x8 - 0 8 7 1.5x4 11 3x5 = 9 4x6 = 2-6-15 6-4-12 16-8-8 2-6-15 3-9-14 10-3-12 Plate Offsets (X,Y): [4:0-6-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.22 2-8 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.18 2-8 >999 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.12 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 109 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.1D 'ExceptTOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 4-5 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-6 WEBS 2 X 4 SYP No.3 LBR SCAB 5-9 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) 1 =649/0-3-8, 9=687/0-3-0 Max Horz 1 =482(load case 3) Max Uplift =-723(1oad case 4), 9=-802(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-279, 2-3=-1206, 3-4=-832, 6-9=-687, 5-6=-186, 4-5=-73 BOT CHORD 2-8=1120, 7-8=1120, 6-7=691 WEBS 3-7=-576, 4-7=518, 4-6=-731, 3-8=136 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If "'VminiarwjWq"1 end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to a�.�vt` iCE A. p`��o-��G wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. r 4 �gtIFI 71 3) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. C?' 1TcQ �c4 Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 Ib uplift at = 7 joint 1 and 802 Ib uplift at joint 9. _ A'T'E OF LOAD CASE(S) Standard May 8,2002 Job T russ russType ty y 0 1 1 SELVA INA Aft1151 J110275 IT14 (ROOF TRUSS 1 1 (o tioInna0 , Builders Firstource JAX, Ryan 1 1 s ct 1 1 Mi a In ustries, c. Wed May 08 15:01:29 2002 Page 1 2-8-11 7-5-2 16-8-8 2-8-11 4-8-7 9-3-6 Scale = 1:30.3 Attach scab with a double row of 0.131"x3" nails spaced 8" o.c. staggered 4". Refer to drawing CNNAILSP1299 for additional nail spacing information. 6x8 _ 3x5 = 3x5 II C D E i 7.00,12 M to V M B L--J 7Z A 4x8 = Io G �o 3x5 = H f 3x = 2-6-15 16-8-8 16-8-8 Plate Offsets ( ,Y): [C:0-6-0,0-2-41, [F:0-4-8,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.27 B-G >721 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.23 B-G >856 BCLL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) -0.13 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP NoAD 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. C-E 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB E-H 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) A=649/0-3-8, H=687/0-3-0 Max Horz A=383(1oad case 3) Max UpliftA=-738(load case 4), H=-787(1oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-279, B-C=-1060, F-H=-687, E-F=-130, C-D=-948, D-E=-84 BOT CHORD B-G=942, F-G=643 WEBS C-G=49, D-F=-701, D-G=378 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 ion SCE 7-98 occupancy fend verticals or anry ltileverstexislt,partially areenclosed exposed buoilwind. ind. with porches exist,osure C are not eoxposed to `��\\w` Cg'MgxrmNpy/,��G wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ra (IFI 7t 2) Provide adequate drainage to prevent water ponding. ? L? 3) Bearing at joint(s) A, H considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 Ib uplift 7 at joint A and 787 Ib uplift at joint H. ATE OF R: f'LORt4�' S';s LOAD CASE(S) Standard May 8,2002 iJob Truss russ Type ty Ply L 1 A IN( A251152 J110275 IT15 ROOF TRUSS 1 1 to tionaq Builders First 6ource JAX, , yan Haeseler 4. 1 1 s ct 1 1 i ek ndustries, Inc. ed May 1 1: age 1 2-8-11 5-5-2 11-0-13 16-8-8 2-8-11 2-8-7 5-7-11 5-7-11 Scale = 1:30.3 Attach scab with a double row of 0.131"x3" nails spaced 8" o.c. staggered 4". Refer to drawing CNNAILSP1299 6x8 = for additional nail spacing information. 3x5 - 3x6 ;I C D E 7.00 Fi2 i M N B N A 4x8 = o G 3x5 = H 3x1 = 2-6-15 16-8-8 16-8-8 Plate Offsets ( ): [C:0-6-0,0-2-41, [F:0-6-8,0-1- j LOADING (psf) I SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.24 F-G >806 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.36 F-G >543 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.11 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 87 Ib i LUMBER BRACING TOP CHORD 2 X 8 SYP No.1 D 'Except' TOP CHORD Sheathed or 5-6-6 oc purlins, except end verticals. C-E 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 LBR SCAB E-H 2 X 4 SYP X No.3 one side REACTIONS (Ib/size) A=649/0-3-8, H=687/0-3-0 Max Horz A=284(load case 3) Max UpliftA=-749(load case 4), H=-776(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-279, B-C=-1433, F-H=-687, E-F=-156, C-D=-1343, D-E=-203 BOT CHORD B-G=1323, F-G=1093 WEBS C-G=249, D-F=-960, D-G=267 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ��narnarr�nrryrp If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to a�`�`� CE A wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 4��gtiFlCgl j�� 3) Bearing at joint(s) A, H 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 749 Ib uplift 7 ie at joint A and 776 Ib uplift at joint H. _ P A_—OF a LOAD CASE(S) Standard %` isORL��, �`a May 8,2002 Job russ russ Type ty y L 1 A A INA A251153 J110275 T1 SG MONO HIP 1 1 to tional) uilders first ource JA , , yan Haeseler 4. 1 R1 s ct 1 i e Industries, Inc. ed May 08 1 --01--32 2002 Page 1 -2-0-0 3-5-2 16-5-0 2-0-0 3-5-2 12-11-14 Scale = 1:31.5 3x5 = D E F G H 1 J K L M N 0 7.0071-2 C `t 6 N u� B U U U U L 1-UR O A 3x5 = 16-5-0 2-0-0 16-5-0 Plate Offsets ( ,Y): [B:0-2-4,0-1-81, ID:0-2-8,0-1- j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.10 A-B >258 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 78 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=260/16-5-0, P=12/16-5-0, Q=83/16-5-0, R=117/16-5-0, S=111/16-5-0, T=112/16-5-0, U=112/16-5-0, V=112/16-5-0, W=112/16-5-0, X=113/16-5-0, Y=110/16-5-0, Z=119/16-5-0, AA=105/16-5-0 Max Horz B=213(load case 4) Max UpliftB=-4671load case 4), P=-28(load case 3), Q=-100(load case 2), R=-132(load case 3), S=-124(load case 2), T=-124(load case 3), U=-124(load case 2), V=-124(load case 4), W=-124(load case 3), X=-128(load case 4), Y=-124(load case 3), Z=-176(load case 4), AA=-134(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD D-E=-2, E-F=-1, F-G=-1, G-H=-11 H-I=-1, I-J=-1, J-K=-1, K-L=-1, L-M=-11 M-N=-1, N-0=-1, O-P=-9, A-B=55, B-C=-47, C-D=-19 BOT CHORD B-AA=1, Z-AA=1, Y-Z=1, X-Y=1, W-X=1, V-W=1, U-V=1, T-U=1, S-T=1, R-S=1, Q-R=1, P-Q=1 \\t �t�"�imnrunrpq�y i WEBS N-Q=-52, M-R=-76, L-S=-71, K-T=-72, J-U=-72, I-V=-72, H-W=-72, G-X=-72, F-Y=-72 a s Cg A +aNi�'fG E-Z=-72, C-AA=-78 r�4�' (IFI �1 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 = 7 * a occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 = _ If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to ATE OF r wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the ssf face), see MiTek "Standard Gable End Detail" ''�.r„, kU n��c 3) Provide adequate drainage to prevent water ponding. +�r`r`n""� 4) All plates are 1.5x4 M1120 unless otherwise indicated. May 8,2002 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 Ib uplift at joint B, 28 Ib uplift at joint P, 100 Ib uplift at joint Q, 132 Ib uplift at joint R, 124 Ib uplift at joint S, 124 Ib uplift at joint T, 124 Ib uplift at joint U, 124 Ib uplift at joint V, 124 Ib uplift at joint W, 128 Ib uplift at joint X, 124 Ib uplift at joint Y, 176 Ib uplift at joint Z and 134 Ib uplift at joint AA. Continued on page 2 Job Truss russ ypety y L 1 A I A A251153 J110275 T1 6G MONO HIP 1 1 (optional) uilders first ource JAX, , Ryan Haeseler 4. 1 R1 s ct 1 1 Mi ek n ustnes, Inc. Wed ay 1 1: age 8) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 9) Gable truss supports 24" max. rake gable overhang. LOAD CASE(S) Standard Job russ russ ype ty Ply L 1 SEL A MARINA A251154 J110275 T18 ROOF TRUSS 1 1 (o tiona1) Buil ers FirstSource JAX, , Ryan Haeseler 4. 1 1 s ct 1 MiTek Industries, Inc. Wed May 08 15:01:n 7 Page 1 ,-2-0-0 7-6-15 1 15-1-1417-3-4, 23-4-2 29-5-0 29,1p-8 2-0-0 7-6-15 7-6-15 2-1-6 6-0-14 6-0-14 0-5-8 Scale: 3/16"=1' 6x8 2x4 II 3x5 = 4x5 = 7.00 12 E F G H 3x5 5x5 D C o co rr CD 1n B O Ax8 — J Simpson HUS26 3x5 0 N M L 3x5 = 2x6 It 1.5x4 II 5x5 = 1.5x4 11 3x5 = 11-9-12 15-1-14 ,17-3-4, 23-4-2 29-10-8 r 2-0-0 29-10-8 Plate Offsets ( ,Y): -1- -1 -4, dge , -1-81, [K:0-2-12,0-2-12], [N:0-2-4,0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.23 B-0 >629 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.19 B-0 >745 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.02 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 223 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' Except: H-I 2 X 6 SYP No.1 D 1 Row at midpt F-K WEBS 1 Row at midpt E-N, E-M, G-K, H-J, H-1 REACTIONS fIb/size) B=533/0-3-8, 1=680/Mechanical, N=1386/0-3-8 Max Horz B=1148(load case 4) Max UpliftB=-672(load case 4), 1=-784(load case 4), N=-2094(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-375, C-D=112, D-E=301, E-F=-255, F-G=-267, G-H=-368, H-1=-585 BOT CHORD B-0=246, N-0=246, M-N=140, L-M=-31, K-L=20, F-K=-124, J-K=368, I-J=31 WEBS C-N=-585, E-N=-931, E-M=-16, K-M=196, E-K=470, G-K=-163, G-J=-231, H-J=541, C-0=214 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level using 0ppchord load til0pbuilding,chord dead load, in e1roof an occuPcY category 1, condition IIpartially enclosed wth exposure ASCE 7 98per FBC2001a� CE A. If If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 r �gtLFl�r�t�� 2) Provide adequate drainage to prevent water ponding. C} 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 672 Ib uplift 3 7 * a at joint B, 784 Ib uplift at joint I and 2094 Ib uplift at joint N. = _` �, AT8 OF LOAD CASE(S) Standard -P0 s May 8,2002 Job russ russ Type . Qty y 1 L A A INA A251155 J110275 T19 ROOF TRUSS 1 1 (o tional) Builders first ource JAX, , Ryan Haeseler 1 1 s ct 1 1 MiTek Industries, Inc. ed May 1: 4 ZUUZ Page 1 2-0-0� 6 0-5 11-7-1 17-1-14 22-3-7 27-5-0 29-10-8, 2-0-0 6-0-5 5-6-12 5-6-12 5-1-9 5-1-9 2-5-8 Scale = 1:65.0 4x8 = 3x5 = 4x5 = 7.00 12 F G H 3x5 I 3x5 3x5 E 3x5 % D Ev 0 C rn B lv 0 A x14 = K J 0 3x5 = 0 N M 3x8 = 1.5x4 II 1.5x4 II 7x8 = 1.5x4 II Simpson HUS26 6-0-5 11-9-12 17-3-4 27-5-0 29-10-8 2-0-0 29-10-8 Plate Offsets XV—)* 1-1 -1 , 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) -0.16 K-L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.24 K-L >890 BCLL 10.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.03 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 221 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 `Except" Except: I-J 2 X 4 SYP No.2D 1 Row at midpt F-L WEBS 1 Row at midpt G-L, G-K, H-K, I-J REACTIONS (Ib/size) B=488/0-3-8, J=683/Mechanical, N=1434/0-3-8 Max Horz B=1 176(load case 4) Max UpliftB=-632(load case 4), J=-739(load case 4), N=-2082(load case 4) Max Grav B=490(load case 6), J=683(load case 1), N=1434(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-357, C-D=138, D-E=278, E-F=-369, F-G=-257, G-H=-187, H-1=-227, I-J=-734 BOT CHORD B-0=241, N-0=241, M-N=-167, L-M=74, F-L=-139, K-L=300, J-K=-1 WEBS C-N=-486, E-N=-10011 L-N=-7, E-L=615, G-L=-88, G-K=-235, H-K=-116, I-K=624, C-0=180 NOTES ``�4pun niaranrgp�a 1) This truss has been checked for unbalanced loading conditions. a`NO CB A. p"'�y,zG 21 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground levelr��4- tIF1Gi �1 '$ using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the able end roof zone on an 9 T � occupancy category Il, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 g If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. s 1 4) Refer to girder(s) for truss to truss connections. AIMOF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 Ib uplift J �'ZORl4P 'a at joint B, 739 Ib uplift at joint J and 2082 Ib uplift at joint N. 3'.1`S? , a ",y,,;t�naunuun�nn"�tt� LOAD CASE(S) Standard May 8,2002 Job Truss russ% ype Qty Ply L 1 L A A I A A251156 J110275 T20 ROOF TRUSS 3 1 (o tional) Builders irst ource AX, , Ryan Haeseler 4. 1 1 s ct 1 1 Mi ek Industries, Inc. Wed May 08 15:01:36 20a2--P`age 1 -2-0-0, 6-0-13 11-8-0 16-1-14 1,7-3-4 28-5-0 29-10-8 2-0-0 6-0-13 5-7-4 4-5-14 1-1-6 11-1-12 1-5-8 3x6 = Scale = 1:68.8 3x5 = 1.5x4 !I 5x5 = F G H 1 1.5x4 II J 3x5 3x5 E 3x5 7.00 12 D C m t; m L, B o 0 o io 10 o A �SxB = L Simpson HUS26 K 1�1 3x5 = P 0 N 3x8 = 3x5 = 1.5x4 II 7x10 = 2x4 II 11-9-12 17-3-4 29-10-8 i 2-0-0 29-10-8 Plate Offsets KY): -11, (1:0-3-0,0-2-41, IM:0-5-8,0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.10 B-P >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.09 A-B >307 BCLL 10.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.02 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 219 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 6-10-11 oc bracing. WEBS 2 X 4 SYP No.3 *Except* Except: J-K 2 X 4 SYP No.2D 1 Row at midpt G-M WEBS 1 Row at midpt H-L, I-K REACTIONS (Ib/size) B=509/0-3-8, K=691/Mechanical, 0=1405/0-3-8 Max Horz B=11540oad case 4) Max Uplift B=-664(load case 4), K=-773(load case 4), 0=-20570oad case 4) Max Grav B=510(load case 6), K=691(load case 1), O=1405(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-389, C-D=107, D-E=244, E-F=-361, F-G=-255, G-H=-360, H-1=-360, 1-J=27, J-K=5 BOT CHORD B-P=267, 0-P=267, N-0=28, M-N=75, G-M=-304, L-M=264, K-L=106 WEBS C-0=-494, E-0=-929, M-0=-181, E-M=582, H-L=-325, G-L=178, I-L=454, I-K=-604, C-P=183 NOTES ppgin�grurrrr�pr 1) This truss has been checked for unbalanced loading conditions. Cg A LNi, 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 ra` 4��gTI)•1T�r�' occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 z 3 CY tQ cn If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 7 # 3) Provide adequate drainage to prevent water ponding. `r 2 4) Refer to girder(s) for truss to truss connections. ,1TEOF r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 Ib uplift 3�f ALORt�� 'aS at joint B, 773 Ib uplift at joint K and 2057 Ib uplift at joint 0. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. r,frrnrruriiu�thn� May 8,2002 LOAD CASE(S) Standard Job Truss , russ ype ty y�Lt,�LVA MARINA A251157 J110275T21 ROOF TRUSS 1 11 Builders FirstSource JAX 4.ZU 1 bh 1 s Nov 1 U ZUVU Mi I ek Industries, Inc. Wed May 08 1 age 1 ;2-0-0, 5-8-5 10-11-1 16-1-13 8-7-11, 23-6-6 28-5-1 29-10;8 2-0-0 5-8-5 5-2-12 5-2-12 2-5-14 4-10-11 4-10-11 1-5-7 Scale = 1:80.9 3x5 = 1.5x4 II 5x5 — 1.5x4 1I 5x6 = 6 7 8 9 10 1.5x4 11 3 x 5 7.00 1.5x4 5 j� M 4 to � lig � a) 2 3 TO i0� di 1 1k� Simpson HUS26 o $ 12 11 4x6 - 15 14 3x8 = 3x5 — 3x8 = 3x5 = 2x4 = 10-11-1 18-7-11 23-6-6 1 29-10-8 10-11-1 7-8-10 4-10-11 6-4-2 Plate Offsets ): (2:0-0-0,0-0-41, -1 -1-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.62 2-15 >353 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.50 2-15 >441 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.03 14 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 222 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 4-3-14 oc bracing. WEBS 2 X 4 SYP No.3 `Except' Except: 10-11 2 X 4 SYP No.2D 1 Row at midpt 7-13 WEBS 1 Row at midpt 6-14, 8-12, 10-11, 9-11 2 Rows at 1/3 pts 6-15 REACTIONS (Ib/size) 2=859/0-3-8, 14=1337/0-3-8, 11 =409/Mechanical Max Horz 2=1202(load case 4) Max Uplift2=-1 250(load case 4), 14=-2184(load case 4), 11 =-529(load case 5) Max Grav 2=860(load case 6), 14=1337(load case 1), 11 =446(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=56, 2-3=-968, 3-4=-682, 4-5=-603, 5-6=-676, 6-7=62, 7-8=-132, 8-9=-132, 9-10=24, 10-11 =-6 BOT CHORD 2-15=795, 14-15=102, 13-14=-590, 7-13=-512, 12-13=-62, 11-12=59 WEBS 3-15=-322, 5-15=-279, 6-15=866, 6-14=-683, 7-12=380, 8-12=-284, 9-12=147, 9-11 =-318 �y��ae!n!srumryHi NOTES CE A ya,,G 1) This truss has been checked for unbalanced loading conditions. :\a� 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, �gilFl�r 1 ' 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If 1 _ end verticals or cantilevers exist, they are not exposed to wind. If porches exist, the left is exposed and = 7 the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 = 3) Provide adequate drainage to prevent water ponding. AT8OF 4) Refer to girder(s) for truss to truss connections. 'yl A�ORL�T 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1250 Ib uplift at joint 2, 2184 Ib uplift at joint 14 and 529 Ib uplift at joint 1 1. /''r'CKr+ r4mbr��o°r +rn, LOAD CASE(S) Standard May 8,2002 Job russ russ ype ty y LOT 1 SEL A A INA A251158 J110275 T22 ROOF TRUSS 1 1 ( (optional) Builders FirstSource JAX, , Ryan Haeseler 4. 1 R1 s ct 1 1 i ek Industries, Inc. We, d May 1 1: age 1 -2-0-0 5-0-3 9-6-14 15-8-0 2-0-0 5-0-3 4-6-10 6-1-2 4x8 = Scale = 1:35.9 5x7 - D E 7.00;12 1.5x4 C U) Simpson HUS26 into Ln B Header by others. 0 A x5 = G F 3x8 = 2x4 II 9-6-14 15-8-0 2-0-0 15-8-0 Plate Offsets MY): 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.16 B-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.24 B-G >765 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) -0.01 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 88 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.21D BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) F=637/Mechanical, B=774/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=524(load case 3) exist that require different connections than indicated. Max UpliftF=-734(load case 4), B=-943(load case 4) Refer to manufacturer publication for additional information. FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-838, C-D=-595, D-E=-460, E-F=-576 BOT CHORD B-G=684, F-G=24 WEBS C-G=-260, D-G=-32, E-G=609 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 �U�neraiarunr�N+ 2) Provide adequate drainage to prevent water ponding. o�` CE A. 3) Refer to girder(s) for truss to truss connections. �` t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 734 Ib uplift at joint F and 943 Ib uplift at joint B. C}' 3 LOAD CASE(S) Standard = a ATE OF 4l ORI'D ED May May 8,2002 Job russ russ ype ty y 1 LVA MA INA A251159 J110275 T23 ROOF TRUSS 1 1 'option! o tional) uilders FirstSource JAX, , yan Haeseler 4. 1 1 s ct 1 1 Mi ek Industries, Inc. Wed May 08 15:01:39 age 1 -2-0-0 1 7-6-14 1 1-5-1 1 15-8-0 2-0-0 7-6-14 3-10-13 4-2-5 Scale = 1:31.6 4x6 = 3x5 - 2x6 II D E F 7.00 1.5x4 X. C o� �t Simpson HUS26 into LO B Header by others. 0 A H G 3x5 3x8 = 3x5 - 7-6-14 15-8-0 2-0-0 15-8-0 Plate Offsets (X,Y): [B:0-2-3,0-1-81, 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.07 G-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.16 A-B >170 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.02 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 88 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 6-8-8 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) G=637/Mechanical, B=774/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=425(load case 3) exist that require different connections than indicated. Max UpliftG=-71 8(load case 4), B=-959(load case 4) Refer to manufacturer publication for additional information. FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-941, C-D=-739, D-E_-591, E-F=-37, F-G= 109 BOT CHORD B-H=769, G-H=415 WEBS D-H=106, E-H=275, E-G=-563, C-H=-195 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 Lunginia�weny� 2) Provide adequate drainage to prevent water ponding. �a`` Cg A 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 Ib uplift P4 {��IF1Cg1�l� at joint G and 959 Ib uplift at joint B. r V v tp cQ a LOAD CASE(S) Standard ic is ATE OF % t ORI'D l' rn�1 t4Hl',`�c May 8,2002 Job russ russ ype ty y 1 SEL A I A � A251160 J110275 T24 ROOF TRUSS 1 1 (optional) uilders FirstSource AX, , yan Haeseler 4.201 S R 1 s Oct 17 , Inc. Wed May 1 1: 1 age 1 -2-0-0 5-6-14 10-9-9 16-0-4 22-10-0 29-7-12 2-0-0 5-6-14 5-2-11 5-2-11 6-9-12 6-9-12 Scale = 1:56.3 4x8 = 3x5 = 3x5 - 3x5 = 3x6 = 3x5 = 6x8 7.00 12 C D E F G H r; r; U? B v v oA N 3x5 = M 3x12 = 3x5 = K J I 2x4 II 3x5 = 3x6 = 5-6-14 15-11-12 16-A-4 22-10-0 29-7-12 2-0-0 29-7-12 Plate Offsets ( ,Y): [C:0-5-0,0-1-121 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) -0.17 L-M >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.26 L-M >739 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.02 N n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 160 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* H-1 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=739/0-3-8, L=1350/0-3-8, N=482/0-3-8 Max Horz B=335(load case 3) Max Uplift B=-995(load case 4), L=-1426(load case 3), N=-609(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-892, C-D=-703, D-E=158, E-F=158, F-G=-373, G-H=-53, I-N=307, H-N=-172 BOT CHORD B-M=696, L-M=496, K-L=94, F-L=-686, J-K=-167, I-J=373 WEBS C-M=133, D-M=246, D-L=-769, F-J=643, G-J=-144, G-I=-386 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 ti��aainirr+rnrhr,� occupancy category ll, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 CS A. yai, If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed toa wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 4 -tlFI� 2) Provide adequate drainage to prevent water ponding. T� �cfl 3) Bearing at joint(s) N considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. * a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 Ib uplift at joint B, 1426 Ib uplift at joint L and 609 Ib uplift at joint N. 7s ATE OF r Op I'D LOAD CASE(S) Standard ''%,, rkDrn`� �u�`' May 8,2002 Job russ russ yp ty y L 1 VA A INA 2 A251161 J110275 T25 ROOF TRUSS 1 (optional) Builders irst ource JAX 4. 1 R1 s Nov 1 i ek Industries, Inc. ed May 1 age 1 -2-0-0 3-6-14 7-8-10 11-10-7 i 16-0-4 , 20-7-5 25-0-11 29-7-4 2-0-0 3-6-14 4-1-13 4-1-13 4-1-13 4-7-1 4-5-5 4-6-9 Scale = 1:56.6 4x8 = 3x6 - 3x5 = 7.00-1-2 3x5 = 3x5 = 3x5 = 1.5x4 II 3x5 = 6x14 = 3 4 5 67 8 9 10 2 M 0 1 19 3x5 = 18 17 16 3x10 = 1.5x4 II 3x5 = 3x5 = 14 13 12 11 2x4 it 3x8 = 3x5 = 1.5x4 II 3-6-14 7-8-10 11-10-7 15-11-4 16-0-4 20-7-5 25-0-11 29-7-4 3-6-14 4-1-13 4-1-13 4-0-13 0-1-0 4-7-1 4-5-5 4-6-9 Plate Offsets ( ): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.11 16-17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.09 16-17 >999 BCLL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) -0.03 15 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 324 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 10-11 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1495/0-3-8, 15=2864/0-3-8, 19=1087/0-3-0 Max Horz 2=619(load case 3) Max Uplift 2=-2088(load case 4), 15=-3942(1oad case 3), 19=-1557(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=56, 2-3=-2131, 3-4=-2445, 4-5=-1674, 5-6=512, 6-7=512, 7-8=-866, 8-9=-866, 9-10=-986, 11-19=134, 10-19=-949 BOT CHORD 2-18=1725, 17-18=1742, 16-17=2444, 15-16=1674, 14-15=112, 7-15=-1470, 13-14=-411, 12-13=986, 11-12=38 WEBS 3-18=248, 3-17=790, 4-17=-84, 4-16=-867, 5-16=619, 5-15=-2445, 7-13=1565, 8-13=-487, 9-13=-147, 9-12=-433, 10-12=1179 NOTES unn�nis,u,,, 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, a�o�a' C� A using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 'a occupancy category ll, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If �r `gT1F1C97�f�� end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to CY wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ~ 2) Provide adequate drainage to prevent water ponding. 7 3) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ATS OF 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2088 Ib upliftFLORL�� r��^ at joint 2, 3942 Ib uplift at joint 15 and 1557 Ib uplift at joint 19. iry S 5) 2-ply truss to be connected together with 0.131"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. May 8,2002 Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job russ russ ype Oty 2 A251161 J110275 T25 ROOF TRUSS 1 (o tional) w ers �rst ource 1 s ov e n ustnes, nc. a May age LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54.0, 2-3=-117.6, 3-10=-117.6, 10-19=-14.0, 2-15=-65.3, 11-14=-65.3 Job ss Truss Type ty y L 1 L A INA A251162 J110275 T26 ROOF TRUSS 1 1 (otional) Builders first ource JA , , yan Haeseler 4. 1 R1 sOct 1 1 1 ek Industries, nc.IWed May 1 1:4 age 1 1-2-0-0 5-11-8 11-11-0 17-10-8 1'�; 2-0-0 5-11-8 5-11-8 5-11-8 1-%810 _ Scale = 1:66.2 4x6 = F G 3x5 3x5 E m3x5 = 1.5x4 7.00 Fff D 3x5 = C El 3x5 = +n B K ICN? oA 3x5 % J I H 3x5 = 3x6 II 3x8 19-10-0 8-8-12 17-10-8 19-8 0 2-0-0 19-8-0 Plate Offsets (X Y)• [B -1- - dge - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.13 1-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.19 I-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 156 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-9-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-H, E-I, F-I, G-1 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=940/0-3-8, K=817/0-3-0 Max Horz B=936(load case 3) Max UpliftB=-1 050(load case 4), K=-1001(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-1179, C-D=-976, D-E=-828, E-F=-241, F-G=-131, H-K=-78, G-K=-895 BOT CHORD B-J=949, I-J=542, H-1=-8 WEBS C-J=-277, E-J=556, E-I=-623, F-]=-159, G-1=894 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to �ttn+++„�Mr+�nrrrrrr wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 /,spa CE A. 2) Provide adequate drainage to prevent water ponding. �"� CIF7��1,`7 3) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. F�e4 Building designer should verify capacity of bearing surface. r ti 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1050 Ib upliftOr at joint B and 1001 Ib uplift at joint K. S ATE LOAD CASE(S) Standards% OPLA. ,ry'src ED May 8,2002 Job russ Truss TypePly L 1 L A MA INA A251163 J110275 T27 MONO HIP 1 1 (o tional) uilders first ource JAX, , Ryan Haeseler 4. 1 1 s Oct 17 ZUU1 MiTek Industries, Inc. Wed May 0 1:44 age 1 2-0-0 8-2-0 15-10-8 19-11-8 2-0-0 8-2-0 7-8-8 4-1-0 3x5 = Scale = 1:57.7 6x8 3x5 = 6x8 = 7.00 E F 3x5 2x6 \\D C n a� Ln B I �N 141A 0 4x5 % H G 3x5 = 3x5 = 10-0-12 1 ..19-11-8 2_0_0 19-11-8 Flat:: C,f sets ( ,Y : B: 1 ], -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.23 B-H >993 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.31 B-H >745 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.02 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 128 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-G, E-H, E-G OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) I=815/0-3-8, B=940/0-3-8 Max Horz B=1 195(load case 4) Max Upliftl=-1150(load case 4), B=-913(1oad case 4) FORCES Ob) - First Load Case Only TOP CHORD A-B=56, B-C=-1 100, C-D=-937, D-E=-823, E-F=1 BOT CHORD B-H=862, G-H=256 WEBS G-1=764, F-I=-51, C-H=-402, E-H=857, E-G=-706 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 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001plINU/Rf$Nfyf` If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to A. wind. A- 1,�,,,�� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 F1 �1 3) Provide adequate drainage to prevent water ponding. � T�, 4) Bearing at joint(s) I considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. 2 a Building designer should verify capacity of bearing surface. - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1150 Ib uplift j t at joint I and 913 Ib uplift at joint B. s ATE OF or Z % fs ORIS?� '�` LOAD CASE(S) Standard ,. ED f�11f.rPurniflil1111 01 May 8,2002 Job russ russ ype Qty ly LOT 1 SELVA MARINA A251164 J110275 T28 MONO HIP 1 1 (optional) u! ems FirstSource AX, , Ryan aeseler 4. 1 R1 s ct 1 1 i e Industries, Inc. Wed May 0 8 114 age 1 -2-0-0 7-2-0 13-10-8 19-11-8 2-0-0 7-2-0 6-8-8 6-1-0 3x5 = Scale = 1:52.2 5x7 i 3x5 = 6x8 = D E 7.001- 2x6 C cc 00 Ho LO B o oA x5 G F 3x5 = 3x5 = 10-0-12 19-11-8 2-0-0 19-11-8 Plate Offsets (X,Y): [B:0-2-3,0-1-81, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.19 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) 0.28 F-G >828 BCLL 10.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.02 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 121 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-14 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-F, D-F OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) H=815/0-3-8, B=940/0-3-8 Max Horz B=1064(load case 4) Max UpliftH=-1091(load case 4), B=-973(1oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-1123, C-D=-902, D-E=2 BOT CHORD B-G=892, F-G=404 WEBS F-H=693, E-H=-121, C-G=-338, D-G=689, D-F=-713 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 t4�\0a01Mialanrryt,147� If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to tea wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 4. C� A. 3) Provide adequate drainage to prevent water ponding. s'�p14�gTIFF �l 4) Bearing at joint(s) H 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 1091 Ib uplift = 7 at joint H and 973 Ib uplift at joint B. ATE OF LOAD CASE(S) Standard s'jyr'P Rt'{' t�`tti` ED 'fir{g17Rkl I71111411�>•�tt�' May 8,2002 Job russ russ ype ty ly I LOT 1 SEL A A INA A251165 J110275 T29 ROOF TRUSS 1 1 (optional) ui I riders F first S o u r c e JA X—,—, yan aeseler 4--.-20--1 1 s ct 1 1 i ek Industries, Inc. Wed May 1 1:47 age 1 -2-0-0 1 5-11-4 11-10-8 15-9-4 19-8-0 2-0-0 5-11-4 5-11-4 3-10-12 3-10-12 3x5 = Scale: 1/4"=11 4x8 = 3x5 = 3x5 = 6x8 II D E F t I 7.00 12 3x5 C � ci r; J 0 0 Ln B N OA 3x5 - I H G 1.5x4 li 3x8 = 4x5 = 19-8-0 19-,10-0 2.0-0 19-8-0 Plate Offsets ( ,Y): -1-1 21 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.07 G-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.10 G-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.07 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 130 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-G OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=940/0-3-8, J=817/0-3-0 Max Horz B=638(load case 3) Max UpliftB=-1115(load case 4), J=-936(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-1225, C-D=-735, D-E=-563, E-F=-23, G-J=700, F-J=-117 BOT CHORD B-I=984, H-1=984, G-H=341 WEBS C-H=-488, D-H=48, E-H=470, E-G=-672, C-1=176 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to �tUneirvarurrrrr�r 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) Bearing at joint(s) J considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. ` _0.TIFIC9��ry�s Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1115 Ib uplift c ~ at joint B and 936 Ib uplift at joint J. 2 s .�oATE OF LOAD CASE(S) Standard 'rG,lS ORt�A IN May May 8,2002 Job Truss runs ype 11ty Illy LV I1bELVA MA INA A251166 J1 10275 IT30 ROOF TRUSS 6 1 (optional) uilders first ource JAX, , yan aeseler 4. 1 R1 s ct 17 Inc. Wed May 08 15:01:48 age 1 -2-0-0 5-2-12 10-0-0 14-9-4 19-6-12 2-0-0 5-2-12 4-9-4 4-9-4 4-9-8 Scale = 1:38.9 4x6 = D 7.00 F1£ 1.5x4 1.5x4 C E Simpson HUS26 into F LO B Ledger by others. Ll 0 A 5x5 = x5 = G 3x8 = 3x10 11 10-0-0 19-6-12 2-0-0 19-6-12 Plate offsets ( ,Y): [F:0-0-2,0-1-111, -1, -2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.15 B-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.23 B-G >999 BCLL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 941b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Recommended hanger connection based on manufacturer Right: 2 X 8 SYP No.1 D tested capacities and nail calculations. Conditions may exist that require different connections than indicated. REACTIONS (Ib/size) F=802/Mechanical, B=936/0-3-8 Refer to manufacturer publication for additional information. Max Horz B=371(load case 3) Max UpliftF=-762(load case 5), B=-1042(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-1151, C-D=-899, D-E=-900, E-F=-1123 BOT CHORD B-G=948, F-G=912 WEBS C-G=-273, D-G=585, E-G=-231 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 25 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 ant„nwnixrsrey� occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 a.a CB A. If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed toIFI wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Refer to girderls) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 Ib uplift —_ at joint F and 1042 Ib uplift at joint B. AT8 OF �; LOAD CASE(S) Standard %3`ls ORt�� ',,� 'kllritstWON C May 8,2002 Job russ russ ype ty y LOT 1 SELVA INA A251167 J110275 T31 ROOF TRUSS 3 1 (optional) Builders FirstSource JAX, , yan Haeseler 4. 1 1 s ct 1 i e Industries, Inc. Wed ay 1 1:4 age 1 -2-0-0 1 5-2-12 10-0-0 14-9-4 20-0-0 22-0-0 2-0-0 5-2-12 4-9-4 4-9-4 5-2-12 2-0-0 Scale = 1:40.6 4x6 = D 7.00 1.5x4 1.5x4 � C E Ln B F Ln ai Ia OA G o 4x5 = H 4x5 = 3x8 = 10-0-0 20-0-0 2-0-0 20-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.16 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.23 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.26 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 96 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=948/0-3-8, F=948/0-3-8 Max Horz B=337(load case 3) Max UpliftB=-1052(load case 4), F=-1052(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-1173, C-D=-922, D-E=-922, E-F=-1173, F-G=56 BOT CHORD B-H=967, F-H=967 WEBS C-H=-271, D-H=606, E-H=-271 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 1052 Ib uplift ``\a��aa'C$ i&A 'hHiyy�� at joint B and 1052 Ib uplift at joint F. rtIFI 7f 3 r � LOAD CASE(S) Standard 7 s ATfi OF 'DLORt��l�'�i? May 8,2002 Job russ -Truss Type tyT.dustrt,- A A INA A�age 2 J110275 T31 ROOF TRUSS 1 tia"w ders first ource JAX, , yan Haese er 1 1 s ct 1 1 i Inc. Wed may 1 1: 1 2-0-0 5-2-12 10-0-0 14-9-4 20-0-0 22-0-0 2-0-0 5-2-12 4-9-4 4-9-4 5-2-12 2-0-0 Scale = 1:40.4 3x5 = J I K H L 7.00 12 G M F N E 0 D P C Q ,n B R 0A o 4x8 it AE AD AC AB AA Z Y X W V U T #�� 3x5 = 3x5 - 10-0-0 20-0-0 2-0-0 20-0-0 2-0-0 Plate Offsets (X,Y): -1 dge , dgel, -12,Edge],TR-: - - Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.08 A-B >327 BCLL 10.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.01 R n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 127 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.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=329/20-0-0, R=329/20-0-0, Z=188/20-0-0, AA=193/20-0-0, AB=190/20-0-0, AC=200/20-0-0, AD=155/20-0-0, AE=296/20-0-0, Y=188/20-0-0, X=193/20-0-0, W=190/20-0-0, V=200/20-0-0, U=155/20-0-0, T=296/20-0-0 Max Horz B=319(load case 3) Max UpliftB=-443lload case 4), R=-488(load case 5), Z=-69(load case 3), AA=-287(load case 4), AB=-266(1oad case 4), AC=-257(load case 4), AD=-288(1oad case 4), AE=-320(1oad case 5), Y=-8(load case 4), X=-293(load case 5), W=-266(1oad case 5), V=-258(load case 5), U=-281(load case 5), T=-301(load case 4) Max Grav B=329(load case 1), R=329(load case 1), Z=188(load case 1), AA=195(load case 6), AB=1900oad case 1), AC=200(1oad case 1), AD=155(load case 6), AE=296(load case 1), Y=188(load case 1), X=195(load case 7), W=190(1oad case 1), V=200(load case 1), U=1 55(load case 7), T=296(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=55, B-C=-63, C-D=59, D-E_-54, E-F=34, F-G=-45, G-H=32, H-1=32, I-J=-43, �p�na marunrbe J-K=-43, K-L=-45, L-M=-44, M-N=-45, N-0=-42, O-P=-54, P-Q=59, Q-R=-63, R-S=55 CP A. BOT CHORD B-AE=5, AD-AE=5, AC-AD=5, AB-AC=5, AA-AB=5, Z-AA=5, Y-Z=5, X-Y=5, W-X=5, V-W=5, U-V=5, T-U=5, R-T=5 T1FICgZ,�1� WEBS I-Z=-148, H-AA=-153, G-AB=-151, F-AC=-156, E-AD=-128, D-AE=-225, K-Y=-148, L-X=-153, M-W=-151, N-V=-156, O-U=-128, P-T=-225 z NOTES 3 1) This truss has been checked for unbalanced loading conditions. r ATE OF � 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level ?G1f 7�IORt�� r � 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 May 8,2002 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. Continued on page 2 JobTruss Truss Type Qty yI A A INA A251168 J110275 T31 ROOF TRUSS 1 1 (optional) Builders FirstSource JAX, , Ryan aeseler 1 s ct 1 1 Mi ek Industries, Inc. ed ay 1 1:51 age NOTES 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 Ib uplift at joint B, 488 Ib uplift at joint R , 69 Ib uplift at joint Z, 287 Ib uplift at joint AA, 266 Ib uplift at joint AB, 257 Ib uplift at joint AC, 288 Ib uplift at joint AD, 320 Ib uplift at joint AE, 8 Ib uplift at joint Y, 293 Ib uplift at joint X, 266 Ib uplift at joint W, 258 Ib uplift at joint V, 281 Ib uplift at joint U and 301 Ib uplift at joint T. 8) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 9) Gable truss supports 24" max. rake gable overhang. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-J=-114.0, J-R=-114.0, R-S=-54.0, B-R=-30.0 Job Truss russ ype 7'y1' y L 1 A A INA A251169 J110275 T35 ROOF TRUSS (o tional) w1 ers first ource JA 4. 1 1 s Nov 1 Mi ek Industries, Inc. ed May 08 191 age 1 -2-0-0 5-3-0 10-6-0 12-6-0 2-0-0 5-3-0 5-3-0 2-0-0 Scale = 1:27.9 4x6 = 3 7.00 12 Ln 2 Ln 4 _ Io 3x5 — 3x5 - 5 1 3x10 11 6 3x10 11 1.5x4 I 0-10-4, 5-3-0 I 9-7-12 10-6-0 0-10-4 4-4-12 4-4-12 0-10-4 Plate Offsets MY): -4, dge , [2:0-10-5,Edge], 4: - -4, dge , 4: -1 dge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.03 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) 0.09 4-5 >281 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 4 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 1 st LC LL Min I/deft = 240 Weight: 49 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 6 SYP No.1 D, Right: 2 X 6 SYP No.1 D REACTIONS (Ib/size) 2=549/0-3-8, 4=549/0-3-8 Max Horz 2=2160oad case 4) Max Uplift2=-683(load case 4), 4=-6830oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=56, 2-3=-504, 3-4=-504, 4-5=56 BOT CHORD 2-6=372, 4-6=372 WEBS 3-6=165 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 25 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 "�inainiarrrnm occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �pa� CE If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 4 ��q�`SIFI� �1 1.60 2 rt° fito u 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 683 Ib uplift at _ joint 2 and 683 Ib uplift at joint 4. 7 ATE LOAD CASE(S) Standard �':�4l OR 1) May 8,2002 Job russ Truss Type Qty P!Y- 1 L AMA INA A251170 J110275 T35G ROOF TRUSS 1 1 (o tionall Builders irst ource JAX, , yan Haeseler 4. 1 R1 s ct 1 1 i ek Industries, Inc. ed May 15:01:53 age 1 -2-0-0 5-3-0 10-6-0 12-6-0 2-0-0 5-3-0 5-3-0 2-0-0 Scale = 1:27.2 2x4 11 5x5 = F 2x4 11 7.00 1 12 E G 5x5 5x5 4x5 H 4x5 D C O J B in I� 0 = 1.5x4 fl � — A 3x5 0x10 � N M x K L 10x1 � 4x5 = 1.5x4 II 3x8 = 1.5x4 II 3x5 1.5x4 11 0-10-4, 5-3-0 9-7-12 10-6-0 2-0-0 10-6-0 2-0-0 Plate ffsets (X,Y): [B:0-6-10,0-2-11, [B: - -1-1 1- - 1 - -1 J: 1-4 , LOADI=Lumber G 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLLncrease 1.25 TC 0.52 Vert(LL) 0.03 M >999 M1120 249/190 TCDLIncrease 1.25 BC 0.95 Vert(TL) 0.08 J-K >340 BCLLess Incr NO WB 0.13 Horz(TL) -0.01 J n/a BCDLFBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 75 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D `Except" TOP CHORD Sheathed or 6-0-0 oc purlins. A-C 2 X 4 SYP No.2D, I-K 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=855/0-3-8, J=855/0-3-8 Max Horz B=200(load case 4) Max UpliftB=-1026(load case 4), J=-1026(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=-1144, C-D=-1030, D-E=-828, E-F=-735, F-G=-736, G-H=-828, H-1=-1030, I-J=-1 144, J-K=56 _ BOT CHORD B-N=950, M-N=958, L-M=958, J-L=950 WEBS F-M=397, D-0=-298, M-0=-296, M-P=-296, H-P=-298, D N=49, H-L=49, E-0=4, G-P=4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This usingtruss 5.0 psfbeen top chordd ad loadthe and wind 5.0 psf bottom chorenerated d dead l ad, inwinds the gabletend� level roof one onana�.u` C'B A. �� occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is r CY 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. ATE OF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1026 Ib uplift ":, 1 1�LORt�� at joint B and 1026 Ib uplift at joint J. 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All May 8,2002 connections to be designed by the building designer. 7) Gable truss supports 24" max. rake gable overhang. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-F=-114.0, F-J=-1 14.0, J K= 54.0, B J= 30.0 db russ russ ypety 71'y (optional) L 1 L A A I A A251171 J110275 T36 ROOF TRUSS 1 Builders FirstSource JA , , yan Haese er 4.201 1 s ct 1 1 i ek Industries, Inc. ed May 08 15:: 1: age 1 -2-0-0 5-0-12 9-10-0 11-1-8r 15-0-4 19-8-0 21-8-0 2-0-0 5-0-12 4-9-4 1-3-8 3-10-12 4-7-12 2-0-0 Scale = 1:44.9 3x5 = D 2x4 II E 7.00 12 3 x 5 4x5 C F 4x6 B G LO o 0 4 �x8 = 3x5 = H I 2x6 M L K 1.5x4 II 4x5 = 4x6 = 5-0-12 11-1-8 17-9-12 19-8-0 2-0-0 19-8-0 2-0-0 Plate Offsets ( ): [B:0-2-14,0-2-01 LOADING B: - -14, - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.10 I-J >879 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.10 G-H >253 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' B-M 2 X 4 SYP No.21D REACTIONS (Ib/size) M=603/0-3-8, K=636/0-3-0, 1=632/0-3-8 Max Horz M=408(load case 3) Max UpliftM=-730(load case 4), K=-746(load case 4), 1=-1060(load case 5) Max Grav M=6100oad case 6), K=636(load case 1), 1=632(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-B=60, B-C=-477, C-D=-148, D-E=-122, E-F=-134, F-G=417, G-H=55, B-M=-533 BOT CHORD L-M=30, K-L=355, J-K=-343, E-J=-212, I-J=121, G-1=-311 WEBS C-L=85, C-K=-353, F-J=-60, F-1=-592, B-L=333 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 25 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 p�naraiarwnrUk� occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 aota�yCB A. If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, the right is exposed and the left is not exposed. If porches exist, the right is exposed and the left is not exposed. r 4� CIF7(;fr7f� The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 Ib uplift a at joint M, 746 Ib uplift at joint K and 1060 Ib uplift at joint I. * a �, ATH QF a LOAD CASE(S) Standard %= 1ORI4a' r'�rq.;gaar�rnf un�pn'�� May 8,2002 ' Job Truss I russ I yp Qty Ply L 1 L A INA A251172 J110275 T36G ROOF TRUSS 1 1 (optional) uilders irst ource J , , yan aeseler 4.201 R1 sOct 1 1 Mi a In ustries, Inc. ed May 1 1: age 1 5-0-12 9-10-0 14-6-4 19-8-0 21-8-0 5-0-12 4-9-4 4-8-4 5-1-12 2-0-0 Scale = 1:43.6 4x5 = E + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED 1 7.00 6x8 BY OTHERS. D 6x8 �- F 6x8 3x5 C G B H U) 01 A + + + 4x 0 8 11 1 01Q 3x10 = J 3x5 3x6 S R QP N /3x!5 6x8 = II 1-12 17-9-12 19-8-0 19-8-0 2-0-0 Plate Offsets ( Y) [H:O-U-1 Z,tclgej, IHdgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.14 J-K >689 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) 0.39 A-B >68 BCLL 10.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.03 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except" TOP CHORD Sheathed or 5-3-10 oc purlins. B-E 2 X 4 SYP NoA D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) S=449/9-11-12, L=-76/9-11-12, K=811/0-3-8, J=883/0-3-8, M=82/9-11-12, N=601/9-11-12, 0=3/9-11-12, P=-1/9-11-12, Q=0/9-11-12, R=-0/9-11-12 Max Horz S=-312(load case 2) Max UpliftS=-935(load case 4), L=-237(load case 3), K=-1006(load case 5), J=-1619(load case 5), M=-615(load case 5), N=-1086(load case 4), 0=-21(load case 5), P=-2(load case 3), Q=-1(load case 5) Max Grav S=449(load case 11, L=566(load case 5), K=311(load case 1), J=917(load case 7), M=258(load case 3), N=61511oad case 6), 0=9(load case 3), P=50oad case 5) , Q=1(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=60, B-C=-87, C-D=206, D-E=208, E-F=266, F-G=651, G-H=428, H-1=5 5 BOT CHORD R-S=O, Q-R=O, P-Q=O, O-P=O, N-0=0, M-N=-144, L-M=-144, K-L=O, E-K=-493, a��411ANIMIII Ik frlj�rk' J-K=236, H-J=-452 a.�� CE A. WEBS F-K=-405, F-J=-871, D-N=-627, B-S=-449r�g41FI�p'�1� NOTES 11 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 25 ft above ground level 3 7 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 '�pp� ATE OF =i If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, the right is L' f'LORl4� '�rs exposed and the left is not exposed. If porches exist, the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ''''n,, ED 000� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the unthl?JI face), see MiTek "Standard Gable End Detail" May 8,2002 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 935 Ib uplift at joint S, 237 Ib uplift at joint L, 1006 Ib uplift at joint K, 1619 ib uplift at joint J, 615 Ib uplift at joint M , 1086 Ib uplift at joint N, 21 Ib uplift at joint 0, 2 Ib uplift at joint P and 1 Ib uplift at joint Q. Continued on pag3ta`hdard Job :IT3:6 sty y L 1 A A INA A251172 J110275 G ROOF TRUSS 1 1 (optional) Builders Firstbource JAX, , Ryan Haese er 4. 1 1 s ct 1 1 iTek Industries, Inc. vvea May G8 1 : 1: age 7) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 8) Gable truss supports 24" max. rake gable overhang. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-E -114.0, E-H=-114.0, H-1=-54.0, H-K=-30.0 Job russ russ ype Qty Ply 1 SEL !.o A INA A251173 J110275 T37 ROOF TRUSS 1 1 !optional) Builders-FirstSource JA , , yan Haese er 4. 1 1 s ct 17 200-1—MXT—ek Industries, Inc. Wed May 1 1: age 1 -2-0-0 5-0-12 9-10-0 11-1-8 15-0-4 19-8-0 21-8-0 2-0-0 5-0-12 4-9-4 1-3-8 3-10-12 4-7-12 2-0-0 3x5 = Scale = 1:42.1 D 2x4 I E 7.00 FlT 3x5 4x5 C F 1.5x4 II G 4x6 -i B I � A x6 = H �'too 3x5 = L K J 1.5x4 II 4x5 — 3x6 = 5-0-12 11-1-8 17-9-12 19-8-0 2-0-0 19-8-0 2-0-0 Plate Offsets (X,Y): [B:0-2-14,0-2-01, [D:0-2- dge LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.16 H-1 >526 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.13 H-1 >648 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.04 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 108 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* B-L 2 X 4 SYP No.2D REACTIONS (Ib/size) L=599/0-3-8, J=700/0-3-0, H=305/0-3-8 Max Horz L=527(load case 4) Max UpliftL=-687(load case 4), J=-904(load case 5), H=-390(load case 5) Max Grav L=602(load case 6), J=700(load case 1), H=305(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-13=60, B-C=-470, C-D=-141, D-E=-117, E-F=-131, F-G=46, B-L=-527 BOT CHORD K-L=30, J-K=349, I-J=-405, E-1=-221, H-1=167 WEBS C-K=83, C-J=-353, F-1=-1 14, F-H=-236, B-K=327, G-H=-54 NOTES 11 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 25 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 0001111�Yi4rrr(r��y occupancy category ll, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 a�`v Cg A If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are not s exposed to wind. If porches exist, the right is exposed and the left is not exposed. The lumber DOL �gCtFI�7�f�� increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 Ib uplift r at joint L, 904 Ib uplift at joint J and 390 Ib uplift at joint H. S ATE OF LOAD CASE(S) Standard �o �'+ ED s , �. '+UNfitli1l111tM May 8,2002 Job Truss russType OTT ly LT 1 SELVA MA INA A251174 J110275 T38 ROOF TRUSS 1 1 (optional) uilders irst ource J yan Haeseler 4. 1 R1 s ct 1 1 iMlTek Industries, Inc. Wed May 08 1 Page 1 5-0-12 9-10-0 13-9-0 17-11-8 5-0-12 4-9-4 3-11-0 4-2-8 4x6 = Scale = 1:39.8 C 7.00 12 4x5 4x5 % D B 2x6 II E 3x5 II A N H G F 4x6 = 3x8 = 3x5 = 9-10-0 17-11- 17-11-8 7-11-17-11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in Doc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.12 G-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.18 G-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.02 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 106 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 7-8-4 oc bracing. WEBS 2 X 4 SYP No.3 `Except' A-H 2 X 4 SYP No.2D, E-F 2 X 4 SYP No.2D REACTIONS (Ib/size) H=742/0-3-8, F=742/0-3-0 Max Horz H=436(load case 3) Max UpliftH=-705(load case 4), F=-677(load case 5) FORCES IIb) - First Load Case Only TOP CHORD A-B=-416, B-C=-673, C-D=-656, D-E=-166, A-H=-308, E-F=-169 BOT CHORD G-H=651, F-G=509 WEBS B-G=-163, D-G=22, B-H=-451, D-F=-623, C-G=359 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 25 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to iniarsn wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 Ib uplift ��` Ca A. p iiIle, at joint H and 677 Ib uplift at joint F. TtF7�r�1,L`� _ TcQ 2 � 6 LOAD CASE(S) Standard 7 s -: TBF `� ORL V 4��fy'i s-�K i�iriiaun�r�a May 8,2002 Job russ Truss Type ` ty y 1 A , INA A251175 J110275 T39 ROOF TRUSS 1 1 (o tional) uil ers first ource JA 1 1 s Nov 1 MiTek ndustries, nc. ed May 1 :4 age 1 3-1-12 6 0-0 10 7-12 14-7-0 18-6-4 22-5-8 25-3-12 28-5-8 3-1-12 2-10-4 4-7-12 3-11-4 3-11-4 3-11-4 2-10-4 3-1-12 Scale = 1:51.7 4x8 = 5x5 = 3x5 = 3x5 = 4x5 = 7.00 12 3 417 5 6 7 4x5 r 4x5 8 2x6 11 2 2x6 II ILD 9 1 � 1 CE 16 15 148 13 12 11 10 4x5 = 3x8 = 10x10 = 4x6 = 3x5 = 3x8 = 4x5 = 6-0-0 10-7-12 16-6-10 22-5-8 28-5-8 6-0-0 4-7-12 5-10-14 5-10-14 6-0-0 late ffsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I=TESGR911TCLL 20.0 Plates Increase 1.25 TC 0.57 VertILL) 0.04 11-12 > /190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.04 11-12 >BCLL 10.0 Rep Stress Incr NO WB 0.80 Horz(TL) -0.01 10 BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 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 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-16 2 X 4 SYP No.2D, 9-10 2 X 4 SYP No.2D REACTIONS (Ib/size) 16=570/0-3-8, 14=1883/0-3-8, 10=676/0-3-0 Max Horz 16=278(load case 3) Max Uplift 16=-725(load case 4), 14=-2276(load case 4), 10=-999(load case 5) Max Grav 16=581(load case 6), 14=18830oad case 1), 10=6790oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-214, 2-3=-552, 3-4=-457, 4-17=189, 5-17=189, 5-6=-479, 6-7=-596, 7-8=-719, 8-9=-207, 1-16=-180, 9-10=-172 BOT CHORD 15-16=450, 14-15=-189, 14-18=309, 13-18=309, 12-13=309, 11- 12=583, 10-1 1 =574 WEBS 2-15=12, 3-15=-89, 4-15=911, 4-14=-1043, 5-14=-754, 5-12=425, 6-12=-258, 6-1 1 =19, 7-11 =149, 8-11 =22, 2-16=-423, 8-10=-599 NOTES 1) This truss has been checked for unbalanced loading conditions. �++zuir�irrwe'yu` 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, end roof zone on an using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable rct p7 �, t1Fi occupancy category II, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 k 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 Ib uplift at g AIE OF joint 16, 2276 Ib uplift at joint 14 and 999 Ib uplift at joint 10. h 5) Special hanger(s) or connection(s) required to support concentrated load(s) 378.OIb down and 791.51b up ALORIU'{' at 6-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. �n`;rtarrrgrtl Un+�� LOAD CASE(S) Standard May 8,2002 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54.0, 3-17=-104.1, 7-17=-54.0, 7-9=-54.0, 15-16=-30.0, 15-18=-57.8, 10-18=-30.0 Concentrated Loads (lb) Vert: 15=-378.0 y Job russ Truss y�e ty Ply I L 1 L AMA INA A251176 J110275 T40 ROOF TRUSS 1 1 to tional) H Builders FirstSource JAX, , Ryan aeseler 4. 1 R1 s Oct 17 2001 Mi ek ndustries, Inc. Wed May 1 age 1 4-1-12 8-0-0 14-2-12 20-5-8 24-3-12 28-5-8 4-1-12 3-10-4 6-2-12 6-2-12 3-10-4 4-1-12 Scale = 1:51.7 5x7 = 3x5 = 4x6 = C D E 7.00 12 i 4x5 4x5 B F ID 2x6 II 2xG6 II A la M L K J I H 3x5 = 3x5 = 6x8 = 3x5 = 3x8 = 4x6 = 5-5-10 10-7-12 20-5-8 28-5-8 28-5-8 Plate ffsets IX, 1: (C':ii''J�:4-8,0-2-01, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.14 I-K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.21 I-K >999 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.01 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 166 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' A-M 2 X 4 SYP No.2D, G-H 2 X 4 SYP No.2D REACTIONS (Ib/size) M=311/0-3-8, K=1391/0-3-8, H=665/0-3-0 Max Horz M=-348(load case 2) Max UpliftM=-338(load case 4), K=-1448(load case 4), H=-661(load case 5) Max Grav M=333(1oad case 6), K=1391(load case 1), H=675(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=-207, B-C=-175, C-D=223, D-E=-515, E-F=-640, F-G=-272, A-M=-187, G-H=-223 BOT CHORD L-M=171, K-L=-2, J-K=192, I-J=192, H-1=566 WEBS B-L=-154, C-L=285, C_K=-525, D-K=-782, D-1=444, E-1=16, F-1=-66, B-M=-53, F-H=-506 NOTES 1) This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level t`a+�� inirr""ryNru„ using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an a.��a CIE A. p/I//. ed re C nclos ifccupancy end verticals eorr cangory tilevers texisionlt,pthey lareartialyeexpo edbto'Iwind.vIftporchesuexi t,Athey are not eSCE 7-98 rxposed to (IFI{;��1�� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 r 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 Ib uplift s at joint M, 1448 Ib uplift at joint K and 661 Ib uplift at joint H. , s ATE OF 4j ORlta�' ?a` LOAD CASE(S) Standard ,041144int101 May 8,2002 Job russ" I russ Type Qty ly L 1 VA A INA A251177 J110275T41 ROOF TRUSS 1 1 (o tional) wlders first ource JA , , Ryan Haese er 1 1 s ct 1 1 MiTek Industries, Inc. Wed May 1 age 1 5-1-12 10-0-0 14-2-12 18-5-8 1 23-3-12 28-5-8 5-1-12 4-10-4 4-2-12 4-2-12 4-10-4 5-1-12 Scale = 1:51.7 4x5 = 3x5 = 4x5 = C D E 7.00 12 4x5 4x5 B F N 3x5 II 3x5 II n A G I L K J I H 5x7 = 6x8 = 3x5 - 6x8 = 5x7 = 10-0-0 10-7-.12 18-5-8 28-5-8 28-5-8 late sets 1 1: 4 , 4j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 I Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 H-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.22 H I >995 BCLL 10.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.01 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 171 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 9-3-11 oc bracing. WEBS 2 X 4 SYP No.3 'Except' A-L 2 X 4 SYP No.2D, G-H 2 X 4 SYP No.2D REACTIONS (Ib/size) L=313/0-3-8, K=1349/0-3-8, H=704/0-3-8 Max Horz L=-413(load case 2) Max UpliftL=-272(load case 4), K=-1459(load case 4), H=-692(load case 5) Max Grav L=345lload case 6), K=1349(load case 1), H=717(1oad case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-402, B-C=190, C-D=113, D-E=-453, E-F=-593, F-G=-441, A-L=-297, G-H=-321 BOT CHORD K-L=124, J-K=233, 1-1=233, H-1=601 WEBS B-K=-291, C-K=-316, D-K=-679, D-1=432, E-1=9, F-1=-188, B-L=218, F-H=-359 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 25 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 «„cu+tnirrrrnrp+�r occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to cr 4 wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 Ib uplift at joint L, 1459 Ib uplift at joint K and 692 Ib uplift at joint H. = a S -im OF '�rs LOAD CASE(S) Standard %`'1 OR 111D ++ararntttatri May 8,2002 Jo ' russ russ Type Qty Ply I 1 A INA A251178 J110275 T42 ROOF TRUSS 1 1 (optional) uilders first ource JA , , yan Haeseler 4. 1 1 s ct 12001 Mile Indusines, Inc. Weday 1 : age 1 6-1-12 12-0-0 16-5-8 22-3-12 28-5-8 6-1-12 5-10-4 4-5-8 5-10-4 6-1-12 Scale = 1:56.5 5x7 = 4x8 - C D 7.00 FTT 4x5 3x5 B E v 00 3x6 II 6x8 = F A L K J I H G 4x6 = 6x8 = 3x5 = 3x8 = 4x5 = 2x6 II 10-7-12 12-0-9 16-5-8 28-5-8 28-5-8 Plate Offsets (X YI' 4- 1-1 9e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.18 K-L >702 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.27 K-L >470 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 175 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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 9-5-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' A-L 2 X 4 SYP No.2D, F-G 2 X 4 SYP No.2D REACTIONS (Ib/size) L=415/0-3-8, G=724/0-3-8, K=1227/0-3-8 Max Horz L=-479(load case 2) Max UpliftL=-384(load case 4), G=-736(load case 5), K=-1259(load case 4) Max Grav L=431(load case 6), G=730(load case 7), K=1227(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-494, B-C=93, C-D=-347, D-E=-488, E-F=-856, A-L=-363, F-G=-637 BOT CHORD K-L=217, J-K=105, I-J=105, H-1=673, G-H=198 WEBS D-1=-73, E-1=-404, B-L=182, C-1=513, C-K=-741, B-K= 325, E H=97, F-H=483 NOTES 11 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 25 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 a,��luwiryisWNVIII occupancy category ll, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to r 4b wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. Z a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 Ib uplift * T at joint L, 736 Ib uplift at joint G and 1259 Ib uplift at joint K. ATE OF LOAD CASE(S) StandardOR �u,`+Naruriiu�nt» May 8,2002 Job russ � Iruss ype ty ly 1 to tionall L A INA , A251179 �J110275 IT43 ROOF TRUSS 1 1 � Builders irst ource JAX, , Ryan Haeseler 1 1 s C 1 1 i ek Industries, Inc. Wed ay 1 age 1 7-10-9 15-5-11 23-4-4 1 7-10-9 7-7- 7-10-9 Scale = 1:43.3 3x8 II 5x5 = 3x5 = 5x5 = 3x8 11 A B C D E H G K J 3x5 = 3x5 = 3x1 - x10 = 11-8-2 23-4-4 23-4-4 la81 te sets ( .Y1: [ 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 I Vert(LL) -0.24 F-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 VertITL) -0.35 F-H >786 BCLL 10.0 Rep Stress Incr YES WB 0.67 I Ho LCLLL Mo 11 deft =K240 n/a Weight: 151 Ib BCDL 5.0 Code FBC2001 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 2 X4 SYP No.3 'Except' WEBS 1 Row at midpt A J, E K, B-1, D F A-J 2 X 4 SYP No.2D, A-J 2 X 4 SYP No.2D LBR SCAB A-J 2 X 4 SYP X No.21D one side Attach scab with a double row of 0.131"x3" nails spaced E-K 2 X 4 SYP X No.3 one side 8'' o.c. staggered 4". Refer to drawing CNNAILSP1299 REACTIONS (Ib/size) J=969i0-3-8, K=969/0-3-8 for additional nail spacing information. Max Horz J=-520(load case 2) Max UpliftJ=-1143(1oad case 2), K=-11430oad case 3) FORCES Ilb) - First Load Case Only TOP CHORD I-J=-969, A-1=-207, A-B=-102, B-C=-1109, C-D=-1109, D-E=-99, F-K=-969, E-F=-206 BOT CHORD H-I=980, G-H=980, F-G=980 WEBS B-I=-1060, B-H=220, D-H=220, D-F= 1063 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 sf top occupancy cpategory 11�conditrd dead ion 11 parad tially yepnclosed building dead load, in t with exposure A C SCIE 7-98e end roof zone on n per FBC2001 �.�� yCE'aA If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to r - TIF1 71 wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �r3 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) J, K considers parallel to grain value using ANSI/TPI 1 1995 angle to grain formula. 7 Building designer should verify capacity of bearing surface. .� 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 143 Ib uplift ATE OF at joint J and 1 143 Ib uplift at joint K. ' 'p LOAD CASE(S) Standard ++''++�r+10111 May 8,2002 LJo =5T44ROOF Truss ype ty y L , A INA ` A251180 TRUSS 1 1 (optional) uilders rrst ource JAX, , yan Haeseler 4. 1 1 s ct 12001 MiTek Industries, Inc. wed May 15: age 1 7-10-9 15-5-11 23-4-4 7-10-9 7-7-1 7-10-9 Scale = 1:44.0 3x10 !I 5x5 = 3x5 = 5x5 = 3x8 ii A B C D E IC? H G K 1� J 3x5 = 3x5 = — 3x1 — x10 = 11-8-2 23-4-4 23-4-4 late ffsets ( ,Y): - . 1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.27 H-1 >999 M1120 249!190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.35 H-1 >785 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.18 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 163 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 5-4-7 oc bracing. WEBS 2 X 4 SYP No.3 'Except' WEBS 1 Row at midpt A-J, E-K, B-1, D-F A-J 2 X 4 SYP No.2D, A-J 2 X 4 SYP No.2D LBR SCAB A-J 2 X 4 SYP X No.2D one side Attach scab with a double row of 0.1 31"x3" nails spaced E-K 2 X 4 SYP X No.3 one side 8" o.c. staggered 4". Refer to drawing CNNAILSP1299 REACTIONS (Ib/size) J=969/0-3-8, K=969/0-3-8 for additional nail spacing information. Max Horz J=-615(load case 2) Max UpliftJ=-1172(load case 2), K=-1172(load case 3) FORCES Ilb) - First Load Case Only TOP CHORD 1-1=-969, A-1=-205, A-B=-81, B-C=-909, C-D=-909, D-E_-78, F-K=-969, E-F=-204 BOT CHORD H-1=802, G-H=802, F-G=802 WEBS B-1=-937, B-H=209, D-H=209, D-F= 940 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 �`paunrrrunr�p� occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 s°`� CE A. If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed toTIFI�T�1��= wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. o 3) Bearing at joint(s) J, K considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. F Building designer should verify capacity of bearing surface. _ z 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1172 Ib uplift S ATgOF at joint J and 1 172 Ib uplift at joint K. Y J ALORI��' LOAD CASE(S) Standard May 8,2002 Job russ russ ype Qt q L A A INA A251181 J110275 T45 ROOF TRUSS 1 2 (optional) Builders irst ource JAX, , Ryan aeseler 4. 1 1 sOct 1 1—MiTek Industries, Inc. Wed ay Page 1 22-10-4 5-10-15 11-8-2 17-3-9 21-8-8 21-11-0 5-10-15 5-9-3 5-7-7 4-4-15 0-218 Q01 12 Scale = 1:52.1 6x8 = 3x5 = 3x5 = 1.5x4 II 3x5 = 6t81r4 A B C D E F G Lo N f\ 0 M L K J I P 4x6 = 10x10 = 8x8 = 4x6 = 8x8 = 5x 2x4 II 5-10-15 11-8-2 17-3-9 22-10-4 22-10-4 late ffsets (X,Y). -4 , -4, LOADING (psf) SPACING 71T EFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase ert(LL) 0.13 J-L >999 M1120 249/190 TCDL 7.0 Lumber Increase ert(TL) -0.14 L-M >999 BCLL 10.0 Rep Stress Incr Horz(TL) -0.12 P n/a BCDL 5.0 Code FBC1 st LC LL Min 1/dell = 240 Weight: 4561b 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 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except" WEBS 1 Row at midpt A-0, A-M, G-P A-0 2 X 4 SYP No.2D, A-O 2 X 4 SYP No.2D LBR SCAB A-0 2 X 4 SYP X No.2D one side Attach scab with a double row of 0.131"x3" nails spaced REACTIONS (lb/size) 0=4852/0-3-8, P=4852/0-3-8 8" o.c. staggered 4". Refer to drawing CNNAILSP1299 Max Horz 0=61 1(load case 3) for additional nail spacing information. Max Uplift0=-3361(load case 2), P=-3441(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD N-0=-4852, A-N=-3906, A-B=-2981, B-C=-3823, C-D=-3823, D-E=-3823, E-F=-2844, F-G=-52 BOT CHORD M-N=74, L-M=2981, K-L=2844, J-K=2844, I-J=475, H-1=465 WM=4733, B L=1372, E-L=1621, F I=529, EBS D-L=-309, E-J=-1612, B-M=-1378, A F-J=4478, H-P=-4852, G-H=-104, F-H=-4374 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level �pnN�n��r+�argpr using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ��`N C$ A- occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �r�' C42� TIFI pTl`� If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to 3 wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ? F� 2) Provide adequate drainage to prevent water ponding. k 3) Bearing at joint(s) 0, P considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. ic Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3361 Ib uplift % SATE at joint 0 and 3441 Ib uplift at joint P. 5) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. �r;+ra,uirwim,n`•"` Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. May 8,2002 Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: H-N=-376.1, A-F=-54.0, F-G=-54.0 o russ Truss ype ty y �L 1 L AMA INA A251182 J110275 IT47 ROOF TRUSS 16 1 (optional) Builders irst ource JAX, , yan Haeseler 4. 1 1 s ct 2001 MiTek Industries, Inc. Wed May 1 : :1 age 1 5-2-4 9-0-0 12-9-12 15-9-0 5-2-4 3-9-12 3-9-12 2-11-4 Scale = 1:27.6 6x14 II THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. C 6x8 - 6x8 = 7.00 12 1. 4 II E B F r a� N N A O cvl 12-11-8 15-9-0 0 5-0-8 15-9-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.90 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP SS 'Except' TOP CHORD Sheathed or 2-9-13 oc purlins. Except: C-F 2 X 8 SYP No.1 D, B-E 2 X 4 SYP No.2D 2 Rows at 1/3 pts B-E WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) A=45710-3-8, F=576/0-3-8 Max Horz A=212(load case 3) Max UpliftA=-830(load case 4), F=-927(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=-221, B-C=-1316, C-E=-1380, E-F=-285, B-D=1381, D-E=1382 WEBS C-D=243 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 25 ft above ground level r , 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 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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) Special provisions shall be made by the building designer to allow for 0.90in of horizontal movement due ��µiudutl"raxrr1Niu� to live load and 0.83in due to total load. aa�.ra yCS A. '0 VZ 4) Provide adequate drainage to prevent water ponding. sSl! I�Tr7r�s 5) Bearing at joint(s) A, F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 830 Ib uplift j at joint A and 927 Ib uplift at joint F. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d ' K ATS OF nails. 'bLOR1�P '�s LOAD CASE(S) Standard May 8,2002 Job Truss russ ype ty L 1 btLVA MARINA J110275 T47A ROOF TRUSS 1 3 A251183 to tionall uilders first ource JAX, , yan Haeseler 4. 1 1 s ct 1 1 MiTek Industries, Inc. Wed May 08 15:02:11 2002 Page 1 1-6-0 3.6-0 5-2-7 7-10-15 10-9-2 15-9-0 1-6-0 2-0-0 1-8-7 2-8-7 2-10-3 4-11-14 TRUSS SHOWN MUST BE SCABBED ALONG ITS TAIL(S). 6x8 = Scale = 1:33.6 SCAB(S) SIZE AND GRADE IS AS SHOWN BELOW. SCAB(S) LENGTH TO BE AS SHOWN. ATTACH SCAB TO TRUSS WITH 2x6 II 0.131"x3.0" g nails AT 3" o.c. STAGGERED. D E 4x5 7.00 12 C a d o_ o M f") B J 7x10 H G 2x6 II 4x5 = 5x5 = I N N A O NI 0 5-0-11 7-10-15 10-9-2 15-9-0 15-9-0 Plate Offsets ( 1 L 4 LOADING (psf) SPACING 5-0-0 CSI I DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.74 B >249 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) 0.62 B >297 BCLL 10.0 Rep Stress Incr NO WB 0.45 I Horz(TL) -0.44 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 419 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP SS 'Except' TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals D-E 2 X 4 SYP No.2D (Switched from sheeted: Spacing > 2-0-0). BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 LBR SCAB A-D 2 X 8 SYP X SS one side REACTIONS (lb/size) A=2445/0-3-8, F=2290/0-3-0 Max Horz A=1297(load case 3) Max UpliftA=-3043(load case 4), F=-2828(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-1=-1176, I-J=-729, B-J=-401, B-C=-5884, C-D=-2780, D-E=-136, E-F=-421 BOT CHORD B-H=5672, G-H=5679, F-G=2441 WEBS C-H=1665, C-G=-3739, D-G=2087, D-F=-2803 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001tignninia+unrtl+��v„ If end verticals or can exist, they are exposed to wind. If orches exist, they are not exposed to ".a CB A- �• P p wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 r� - TIF1 2) Provide adequate drainage to prevent water ponding. 1� 3) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. i 1 Building designer should verify capacity of bearing surface. j 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3043 Ib uplift 3 at joint A and 2828 Ib uplift at joint F. Alm OF g c 5) 3-ply truss to be connected together with 0.131"x3" Nails as follows: a Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. l ALORt9¢ '�� Bottom chords connected as follows: 2 X 8- 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 444.O1b down and 491.1 lb up at 1-6-0, and 444.01b down and 491.11b up at 3-6-0 on top chord. Design for unspecified May 8,2002 connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 NA Jo russ russ ype ty L 1 L A A I 3 A251183 J110275 iT47A ROOF TRUSS 1 Iotionaq uilders first ource JAX, , Ryan Haesele 00i MiTe' Industries, Inc. Wed May 08 15702-.-11-2002 age LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=-160.0, B-D=-189.0, D-E=-189.0, B-F=-105.0 Concentrated Loads (Ib) Vert: 1=-444.0 J=-444.0 _ ... .�.:�.-`.....,gar Jo russ cuss Type ty Ply L 1 L A A INA A2511841 1110275 T48 COMMON 2 1 (optional) Builders First Source JAX, , Ryan aeseler 4. 1 s ct 1 1 Mi ekindustries, Inc. Wed ay 1 :1 age 1 -2-0-0 4-0-0 8-0-0 10-0-0 2-0-0 4-0-0 4-0-0 2-0-0 Scale = 1:20.4 4x5 = C 7.00 12 D B F 2 _ E A 4 = 1.5x4 II 8-0-0 2-0-0 8-0-0 2-0-0 LOADING Ipso SPACING 2 0 0 CSI DEFL in Ilocl I/de9 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(TL 0.01 D F >999 M1120 249/190 Ho rz( TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.13 D-E >201 TCLL 10.0 Rep Stress Incr YES WB 0.05 1st LCHorz(TLLL MO O deft =D 40 n/a Weight: 36 Ib BCDL 5.0 Code FBC2001 (Matrix) LBRACING UMBER 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=444/0-3-8, D=444/0-3-8 Max Horz B=-189(load case 5) Max UpliftB=-591(load case 4), D=-591(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-340, C-D=-340, D-E=56 BOT CHORD B-F=227, D-F=227 WEBS C-F=141 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or 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 tutnlNlalua�,�� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 Ib uplift a �Cg A. at joint B and 591 Ib uplift at joint D. 's �iFJ TI r t ' LOAD CASE(S) Standard h ! 5�OTLz�OF � YYL' Ott �U'tur+ll Rt11ii lISltYttNltt` May 8,2002 Job russ Truss-Type Qty Ply LOT 1 SELVA MARINA A2511851 J110275 T49 THIP 1 1 (optional) uilders first our" JAX, , Ryan Haeseler 4. 1 1 s ct 1 1 i ek Industries, Inc. Wed May 1 :14 age 1 -2-0-0 3-0-0 5-0-0 8-0-0 10-0-0 2-0-0 3-0-0 2-0-0 3-0-0 2-0-0 Scale = 1:20.8 4x8 = 4x5 = C D 1 7.00 F�T CS C14E B CIT H G F A 4 — 1.5x4 II 3x5 = 2 3-0-0 5-0-0 8-0-0 2-0-0 8-0-0 2-0-0 Plate Offsets ( ,Y): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.01 H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.17 E-F >158 BCLL 10.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 40 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=521 i0-3-8, E=521/0-3-8 Max Horz B=-167(load case 5) Max Uplift B=-732(load case 4), E=-695(1oad case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-509, C-D=-386, D-E=-510, E-F=56 BOT CHORD B-H=374, G-H=385, E-G=375 WEBS C-H=142, C-G=2, D-G=144 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 25 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 II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to U`« nuurtrunrrir�� wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �aaa` CB A. 11114"" 3) Provide adequate drainage to prevent water ponding. r TIFI(;4 �l 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 Ib uplift at joint B and 695 Ib uplift at joint E. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 63.01b down and 131.91b up = _ at 5-0-0, and 63.01b down and 131.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. o ATE OF 4 OPIAI ED LOAD CASE(S) Standard 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) May 8,2002 Vert: A-C=-54.0, C-D=-63.6, D-F=-54.0, B-H=-30.0, G-H=-35.3, E-G=-30.0 Concentrated Loads (lb) Vert: H=-63.0 G=-63.0 § 23-22 ATLANTIC BEACH CODE Sec. 23-22. Inspections. The city shall have the authority to perform inspections of the subject property during development for the purpose of ensuring compliance with this article.The applicant must pass inspections before further work is performed on the project. (Ord. No. 95-95-64, § 1, 2-12-96) Secs. 23-23, 23-24. Reserved. Sec. 23-25. Exceptions. Requests for modification of the standards of this article shall be made to the tree conservation board. Upon receipt of such a request, the board shall thoroughly consider its merit and render a decision within thirty (30) days. The request shall clearly and in detail state what modification or exception is being sought and the reasons such a request is warranted.The board may grant,modify or deny the request based on protection of the public's interest, preservation of the intent of this article, or possible unreasonable or unnecessary hardship involved in the case. (Ord. No. 95-95-64, § 1, 2-12-96)` 23-17 ATLANTIC BEACH CODE city pursuant to this subsection shall be deposited in the tree replacement account. No work shall continue on the site until the tree replanting plan has been approved or the contribution and/or fine has been collected. (4) Appeals. A person aggrieved by an administrative order, determination or decision of the director may appeal the order, determination"or decision to the city commission. (5) Violation and penalties. A person who violates any provision of this section, and fails to correct the violation as provided herein, shall, upon conviction thereof, be guilty of a violation of this article and punished accordingly.A separate offense shall be deemed to have been committed for each tree removed, damaged, or destroyed contrary to the provisions of this article. (6) Judicial remedy. In addition to other remedies and notwithstanding the existence of an adequate remedy at law, the city may seek injunctive relief in the circuit court to enforce the provisions of this section.The city shall be entitled to reasonable attorney's fees and costs, including appellate fees and costs in an action where the city is successful in obtaining affirmative relief. (Ord. No. 95-95-64, § 1, 2-12-96; Ord. No. 95-00-73, § 1, 3-27-00) Sec. 23-18. Reserved. Sec. 23-19. Tree conservation board. (a) There is hereby created an administrative body to be known as the tree conservation board composed of five (5) citizens of the city. Each member shall be appointed and approved by the city commission.An ex officio member shall be an individual trained in arboriculture, landscape architecture, forestry or some other closely related field. (b) All members of the board will serve without pay. Following the expiration of the terms of office of current board members the term of office shall be for two (2) years and members may serve a maximum of four (4) consecutive terms. Vacancies caused by death, resignation, or otherwise shall be filled immediately for the unexpired term in the same manner as the original appointments are made. (c) Upon appointment and approval to the board, the members shall meet and organize by the election of a chairman and secretary.Rules and procedures shall be adopted for the holding of regular and special meetings as the board shall deem advisable and necessary in order to carry out its responsibilities. (d) It is the intent that at least two (2)members of the board, if possible, be engaged in a business in the city. (e) The board shall: (1) Review applications for site clearing and removal and relocation of protected trees,and render a decision on applications within fifteen (15) calendar days of receipt of such application and prior to issuance of a permit by the director,as called for in this article. Supp.No.28 1360 Y § 23-17 ATLANTIC BEACH CODE i. If the applicant demonstrates to the satisfaction of the director that the site cannot accommodate the total number of required replacement trees as a result of insufficient planting area, the applicant shall provide a monetary contribution to the tree replacement account. The amount of such contribution shall be determined as follows: For every two (2) -caliper inches, or fraction thereof, of replacement trees which would otherwise be required, the contribution shall be equal to the retail value of a planted'two-inch caliper nursery-grown shade tree. The retail value shall be calculated by taking the average of the median current wholesale price,published by North Florida nurseries,for a container grown,and a balled and burlapped two-inch caliper laurel oak, multiplied by two (2). The retail value shall be recalculated and adjusted annually on October 1. .i✓- (3) Tree replacement fund monies may be expended by the city for funding public tree 3 J planting projects. Eligible tree planting projects may include projects on private (-- 49 property but only on properties where the city commission has determined that there is a substantial deficiency in tree canopy. Disbursement of tree replacement funds for �j private property projects may not collectively exceed two thousand dollars ($2,000.00) pli annually. Up to ten (10) percent of each approved project budget may be used for associated soil preparation materials and mulch. (f) Tree protection during development. All protected trees, preserved understory vegeta- tion, and trees retained for tree credit, pursuant to subsection (e), shall be protected from injury during any land clearing or construction in the following manner: (1) Prior to any land-clearing operations, tree limbs which interfere with construction shall be removed and temporary barriers shall be installed around all trees and other understory vegetation to remain within the limits of land clearing or construction and shall remain until the completion of the work. The temporary barrier shall be at least three (3) feet high, shall be placed at least six(6) feet away from the base of any tree, shall include at least fifty(50) percent of the area under the dripline of any protected tree or trees retained for tree credit pursuant to subsection (e), and the barrier shall consist of either a wood fence with two-by-four posts placed a maximum of eight(8)feet apart, with a two-by-four minimum top rail, or a temporary wire mesh fence, or other similar barrier which will limit access to the protected area. Tree protection shall comply with the guidelines in the Tree Protection Guide for Builders and Developers by the Florida Division of Forestry and any other reasonable requirements deemed appropriate by the director to implement this part. (2) No materials, trailers, equipment or chemicals shall be stored, operated, dumped, buried or burned within the protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached to a protected tree. When removing branches from protected trees to clear for construction or pruning to restore the natural shape of the entire tree, the guidelines in the National Arborist Association Pruning Standards for Shade Trees and the American National Standards for Tree Care Operations (ANSI #Z133.1) shall be followed. Protected trees shall be Supp. No.24 1358 § 23-17 ATLANTIC BEACH CODE (d) Permit procedures and criteria for tree removal, relocation and replacement of protected trees. (1) Permits for site clearing and the removal or relocation of a protected tree shall be obtained by filing an application.Approval of the application by the tree conservation board and issuance of a permit by the director shall be required prior to any land clearing or grubbing, prior to any disturbance of the root system or site development, or prior to the occurrence of any changes to an existing developed site. The site shall be inspected to insure compliance with the approved site plan prior to any additional permits being issued. Applications for site clearing and tree removal or relocation shall include the following: a. A site plan, at a scale which clearly illustrates the requirements of this section, including the following: 1. The lot configuration; 2. The location and identification of existing and proposed improvements, if any, including structures, water retention areas, paving, grade changes, utilities, easements, and street rights-of-way or approved private streets; 3. The location and identity, by botanical or common name and DBH, of protected trees to be removed, relocated, or retained; 4. The location of preserve areas; 5. The location of ingress/egress corridors and staging areas; 6. The location of all temporary protective barriers; 7. The location of all trees to be used for mitigation credit. b. A statement explaining why the protected tree is proposed to be removed or relocated. (2) An application for a permit for the clearing, removal or relocation of a protected tree shall be reviewed as designated in subsection (b)(1) above and a decision shall be made thereon within fifteen (15)working days after receipt of such application or by agreement by both parties to a time frame. Any person, organization, society, association, -corporation or agent thereof who intends to trim, prune, cut, disturb roots, or to destroy or;remove any tree from a public easement, public property or right-of-way shall obtain a permit from the director. All work shall be conducted in strict accordance with the National Arborist Association Pruning Standards for Shade Trees,the American National Standards for Tree Care Operations (ANSI #Z133.1), and any additional conditions of such permit. The city and its franchise agents are exempt from obtaining a permit to remove,trim, prune, cut, or disturb roots of any tree within a public easement or right-of-way. (e) Mitigation criteria and procedures. (1) Any relocation of trees in compliance with this section shall be performed in accordance with accepted industry practices, including watering to insure survival of transplanted stock. Transplanted trees must be guaranteed for at least one (1) year. Supp. No. 17 1356 § 23-16 ATLANTIC BEACH CODE (3) Exceptional specimen tree:Any tree which is determined by the city commission to be of unique and intrinsic value to the general public because of its size, age, historic association, or ecological value or any tree designated a Florida State Champion, United States Champion or World Champion by the American Forestry Association. The city clerk shall keep a record of all specimen trees so designated and their location. Protective barrier means a manmade barricade to prevent disturbance of the tree's growing environment. Public place means all grounds owned by the city. Razing means to scrape, cut or otherwise remove existing trees. Site alterations means any manmade change, disturbance or damage to the existing topography or trees. Street means the entire width of public right-of-way. 71-ee means any self-supporting woody plant of a species which normally grows to an overall height of a minimum of twelve (12) feet in this area. 7y-ee removal means any act causing the death and/or elimination of a tree. Tree replacement account means an account created by the city to be used exclusively for finding public tree-planting projects, including up to ten (10) percent of the cost for general landscape material. Donations to this account shall be on a voluntary basis and may include monies donated per this section [i.e., definition of mitigation ]. Understory means assemblages of natural low-level woody,herbaceous, and ground cover species which exist in the area below the canopy of the trees. Unique or special characteristic means a tree of unusual species, configuration, size, age or historical background, including, but not limited to, a live oak, cypress or magnolia tree of thirty (30) inches or more in DBH. (Ord. No. 95-95-64, §. 1, 2-12-96) Sec. 23-17. Applicability;removal of trees;minimum standards;permits;mitigation; development; enforcement; violations and penalties. (a) Applicability. The provisions of this section shall apply to all protected trees within the city, unless specifically exempted herein. (b) Removal of protected trees prohibited; exceptions. (1) No person,organization, society, association or corporation, or any agent or represen- tative thereof, directly or indirectly, shall cut down, remove, damage or destroy, or shall authorize the cutting down, removal, damage, or destruction of, any protected tree, as defined in section 23-16 hereof, or shall commit any act or authorize the commission of any act which physically removes a protected tree or causes a tree to die, such as damage inflicted upon the root system by heavy machinery, chemicals or Supp.No. 17 1354 § 23-15 ATLANTIC BEACH CODE (9) Establish a tree fund for the collection of monies from mitigation to be used for planting of trees in areas throughout the city. (Ord. No. 95-95-64, § 1, 2-12-96) Editor's note—Ordinance No. 95-95-64, § 1, adopted February 12, 1996, amended Art. II by including provisions designated as § 23-1. For purposes of classification and in order to preserve numerical consistency, such provisions have been included herein as § 23-15 at the discretion of the editor. Sec. 23-16. Definitions. The following words and phrases, when used herein, shall have the meanings respectively ascribed to them: Buffer yard or strip means a strip of land, identified on a site plan or by zoning ordinance requirement, established to protect one type of land use from another land use that may be incompatible. The area is landscaped, maintained and kept in open space. Caliper means the trunk diameter of existing or planted trees. Caliper shall be measured six (6) inches above the ground for trees up to and including four (4) inches in caliper, and measured twelve (12) inches above the ground for trees exceeding four (4) inches in caliper. Construction means and includes erecting structures and buildings, placement of utilities, paving, topographical changes, and installation of drainage. DBH means the diameter breast height measured in inches at four and five-tenths(4.5)feet above ground level.DBH for multi-trunked trees shall be determined by measuring each trunk immediately above the fork and adding the total inches together. Designee means an appointed representative. Developer/builder lcontractor means any person, firm or other legal entity that purchases, agrees to purchase or otherwise holds an interest in real property with the intent to, or in fact does, develop such property for any construction (by himself or others) thereon for which an application for a building permit will ultimately be required. Development, redevelopment, renovating means any construction for which an application for a building permit must be made prior to initiation of any improvement.Also,in the case of vehicular use paving, any preparation or pavement(concrete or asphalt)of a site intended for any type of vehicular use. Director means community development director or city's representative responsible for administering building and site clearing permits. Dominant species means the specie occurring most frequently. Dripline means an imaginary line extending perpendicularly down from the outermost branches of a tree. Excavation means the act of digging, cutting or scooping soil or in any way changing the existing grade of the land. Supp. No.27 1352 • - t�F F ftp= /Poo TREE CONSERVATION BOARD 17 Minutes of June 16, 1997 `o64, The Board held its regular meeting on Monday, June Conference Room of City Hall. Present were: Hope Van Nortwick, Chairperson RickJones Judy Jacobson Mae Staff: Carl Walker, Coordinator The meeting was called to order at 7:30 PM by Hope Van Nort- wick, Chairperson. The first application for review was for property described as Lot *1 , Block #134 , Section H. Euguene Long, owner, was present and stated that his private residence is to be built on the lot. Board members confirmed that the 3 trees listed on the application for removal have already been removed from the property prior to their site visits. During discussion, it was determined that when the building permit was issued to the applicant, it included an approved tree removal application. Because of this, Long was led to believe that removal of the trees was in order. The Board agreed that the applicant followed the correct procedure and that the error had occurred in the paperwork processing by the City building department. They also agreed that this did not negate the mitigation requirements of the ordinance. One of the three trees, a 6" DBH oak was found to be a pro- tected tree. The plans were marked, in red, to indicate a 5" DBH oak to remain on the property as mitigation for this removal. Rick Bell moved to accept the plans, as amended. Mae Jones seconded and the motion passed unanimously. George Ross Mcwilliams and his wife, Tammy, co-owners of Lot 4 32, Sevilla Gardens, introduced themselves to the Board. Mr. McWilliams pointed out that the majority of trees pro- posd for that other thee lot, not mwithin oval rthe ihouse ne dfootprint, are rtoobe saved. W Considerable discussion followed and after the calculations were made of the total DBH inches to be removed, the appli- cant reconsidered saving some of the pines originally pro- posed for removal , thereby reducing the mitigation require- ments. The changes were marked accordingly on the original plans. .. Judy Jacobson made a motion to approve the plans, as amendded* for removal of 186" DBH, to be mitigated with 93" DBH; 411 DBII of the mitigation requirement consists of on site trees to remain, leaving 49" DBH to be replaced on site. Rick Bell seconded and the motion passed unanimously. There was no representative present to speak on behalf of the proposed removal of 2 palms, 12" DBH each, located at 277 15th Street. The removal is due to construction of a room addition to an existing structure on the property. Discussion took place regarding one of the two palms and whether or not it is within the 20' setback line. The Board agreed that it is a protected tree requiring mitigation. Mae Jones moved to accept the plans, as submitted, with the stipulation that 6" DBIT of palm, or of hardwood, be replaced on site. Rick Bell seconded; the motion carried unanimously. Under old business, Mae Jones reported that she and Herschel Shepard had visited the Beaches Historical Society and had found some raphs ht dthe determinationofhthegwhich historictreesgprove helpful in theareabeingicon- sidered for designation. The Board discussed future plans to be made, or considered, for the designation of the historical area. It was brought n up that the plans for the renovation of Bull Park may entail movement or replacement of the existing palms in the parking area. Hope agreed to write a letter to the Commission ex- pressing the Board's concerns of this occurring. Hope reported that she had spoken to the ecology class as re- quested by an applicant at the last regular meeting. Her presentation was well received. A motion was made by Judy Jacobson to approve the minutes of the meetings of May 19 and June 2. Hope Van Nortwick seconded the motion which carried unanimously. With no further business, the meeting adjourned at 9:45 PM. Rick Beaver Secretary/Vice-Chairman 2 FLOODPLAIN DEVELOPMENT INFORMATION Location:: Se\Ja VVta r Vim, Type ofDevelopment: � -��i1� a�- Flood Zone: y Required Lowest Floor Elevation: ,l 5r.I 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 2- ')-$ - U'Z Applicant's Signature l Department Use: Required Lowest Floor Elevation l y S As Built Lowest Floor Elevation / ) 1,4 Survey Filed with Building Department 0 P-- �- el , L=� Building Department Representative CD cn t� aD R i C- FU N III�I Q O M� N Z CL Q Q I � ccz CD ' fD a zo ; zZQ � o CD 1=III= CL + 3Lo CD o uJ r n w (000 XO � owQo CL �-- or � W a a� zF O �L `•r F U � W N O nW OZ; W n n o � 1. co W U O -- H z N z U w o O p n Y U \ U] p a � Z C7 Z H J cco Q Z U O : v W ti w J Q 3 U) Iw >1L 0 �J w U Ln a a� �0 rn iV N N U 0 X x— \ X J I U (-Lv-.rd) ,LO'OZ� 13 .C9,�Z.00 S (a3�nsb3l�v� ,s oz u9 L,s�.00 s N N s6. 01, N w V x\ Do a Q ZZ� 4. 1 co x II'n w / \ DN N r� W3 00 x / N �X / \ N 0 \ x _ �// a0 x- P50 Ld MID 0 00 Z Z N \ \ I \ M N \J cq x — — — (a32if1S d3W) ,LO'OZ I� M „2S,V�.00 N 05!Q_ (IVld) ,LO'OZL N M CS,tL.00 N �a x o— zo oz w n 0 J F b 0 0 SIDENTZAI, *ELKLIST FOR ONE & TWO FAMILYDWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - [FBC 104 .2 .11 PLANS EXAMINER: DATE: C PERMIT NUMBER: �Od OWNER: CONTRACTOR: PHONE NUMBER: 3,� ,�' ( CIRCLE ) I_ Survey: yes �_-_ocm N/A 1. Is a specific purpose survey submitted? Ye8 < NQ? N/A 2. Is correct Flood Zone shown? 3. Are existing grade elevations shown for structures located YC8 Wo-) N/A in an "A" or "V" zone? *&, N/A 4. on lots in multiple flood zones are flood zone linea indicated? Yes N6--N/A 5. Is property in a flood way? yes No N/A 6. Is flood way line shown? IZ. Site Plan: {FBC 104.2 .41 Yes No N/A 1, iH Site Plan submitted? yes No N/A 2. Is North arrow shown? Yes No N/A 3 . Ie lot width and length shown? 4 . Is structure shown on site plan with all setback dimensions? Yee No N/A Yee � No N/A 5. Does structure layout match the floor plan? yes �tqo N/A 6. Are drainage/storm water run-off requirements noted? Yes No N/A 17 . Are all easements shown? "'10 _—'Wet ! LYes No N/A 8 , Is proposed driveway shown? yesC9' N/A 9. Is landscape and irrigation layout shown? Yen No NIA 10. Is septic tank and drain field location shown? yes No N/A 11. Is L.P. gas tank F size shown? III. Structure Code Compliance: d� yes N/A 1. Are plans sealed by architect or engineer? �� Yes ) No N/A , A. Are structural calculations submitted? yes No WA 2. Zs correct wind speed shown? (FBC Figure 1606] Yes No N/A 3 , Is exposure category shown? [FBC 1606.1.81 yes No NSA 4 . Is Importance Factor shown per FBC Table 16061 5 , Are pressures for wind loading on components and cladding Yea No N/0 shown per FBC 1606 .2.57 6 , Does structure, meet requirements Of FBC Table 500 for number of Yes No /A stories and allowable area? s of FBC Table 600 7. Does structure meet Fire Resistance Rating Yea No /A for structural elements? Yes A B. Are plans designed per SSTD 10-997 A. Are all appropriate charts and tables shown? Yes o NIA B. Are all appropriate requirements circled or highlighted? Yes . o N/A 1 n TVE CHECKLIST (Continued) III, Structure Code Compliance. (Continued) g, Axe plans designed per "Guide to Concrete Masonry Residential Yes �' N/A Construction in gigh wind Areas"? (LS�y.. oK�v� F�� t o0�^P Yes (J;g7 N/A A. Are all appropriate charts and tables shown? 5 B. Are all appropriate requirements circled or highlighted? Yes o N/A IC). Are plans designed per "WPPC Guide to Wood Construction in Yes No N/A High wind Areas"? ? Yes No N/A A. Are all appropriate charts and tables shown S. Are all appropriate requirements circled or highlighted? Yea No N/A 11. Are plana designed per "AF 6 PA Wood Frame Construction Manual for One- and Two-Family Dwellings, High Wind Edition*? Yes No 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 IV. Energy Code Information: 1 , Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yee ..No N/A 2, Does conditioned square feet area on plane match square feet yes No N/A shown on energy forms? 3 . Is the "R" value between common walls shoam' yes No N/A [FBC 13-602.1.ABC.1 .1) (V1 FOAL1 6C,,) �Q ( No N/A 4. Is the "R" value for added insulation on exterior walls shown? Cy-es No N/A 5, Is the "R" value for ceilings shown? (FBC 1FBC 1 1.AB) yea No `N/A 6. Is the "R" value for raised floors shown? [FBC 13-605] Yes N/A 7. Are Energy Credits Claimed? FBC 13-607.1.A.4] Yes N/A A. Attic Radiant Barrier Credit ( Yes l� N/A < B. white Roof Credit (FBC 13-607.1.A.5) Yes N � N/A C. Programmable Thermostat Credit (FBC 13-600.2.A.3 .51 9 V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, Yes N) N/A column pads and concentrated loads? 2. Are all locations of vertical reinforcement and anchor Yes � N/A bolts shown? yes N/A 3. Are all elevation changes in slab shown? yes � N/A 4. Is minimum concrete PSI shown? �Xeg No • N/A 5, Is slab reinforcement shown" Al yes No• N/A A. Wire mesh size and gauge? ye8- N/A B. Fibermesh reinforcement? yes N/A 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 (yes No N/A 7, is minimum slab on grade thickness shown? [FBC 1909.11 g. Is type of soil treatment for termites shown? [FBC 1e16] meg � NSA 9, Is perimeter slab reinforcement shown? [SSTD 10-99] /K 9. Do plana show bottom of foundation minimum of 12" below yes � N/A finish grade? [FBC 1804.1.31 footings have a specified compressive 11. Do plans show concrete N/A strength of not less than 2500 PSI at 28 days? [FBC 1604.5.11 Yes 12. If pile foundation shown, is Sealed Soils Report submitted? yes No-. N/A [FBC 1805.1] Yea No N/A 13. Does plan indicate "No wood Grade Stakes Permitted"? 2 gESID�AL CHECKLIST (Continued) vl. Typical (Rall Section: Yea0 N/A 1. Is finished grade shown? Yes o N/A 2. is minimum floor elevation shown7 Yes d N/A A. Minimum e" above adjacent grade? H. Minimum--18,, crown of road or drainage plan � Yes o N/A submitted? Yes o N/A C. Flood protection elevation? Yee O, N/A D. Base flood elevation? 3 . Is minimum footing depth beneath finished grade shown? Yes N ,) N/A [FBC 1804.1.31 �� Prr � -r WDA{t. Yes o N/A 4 . Are all footing sizes shown. '� `� 5, Are all horizontal reinforcements shown? Yes % N/A A. Number and size of reinforcement? Yes o N/A H. Minimum lap? Ye8 N/A 6 . Is vertical reinforcement shown? Yes � N/A 7 . Are minimum 3" X 4" clean-out and inspection openings shown' Yes No N/A 8 . Masonry construction. Yes No N A. Is exterior wall finish shown? Yea No N/A ' B. Is interior furring shown? Yes No �N/A1 C. Is exterior wall insulation shown? D. Is interior wall finish shown? Yes Na._N/A 9, Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Yea a `'No N/A B_ Is exterior sheathing (type and thickness) shown? Yea NO N/A C. Are nailing requirements (size and spacing) shown? YesAo7 N/A [FBC Table 2306 .11 egg No NIA D, Is exterior wall finish shown? E. is interior wall finish shown? ['D(!til 600 R - Yes' No N/A F. Is wall insulation shown? Cwt G. Is minimum clearance between wood siding and'finished Yea -, N/A grade shown? [FBC 2304 .2.51 H. Are shear wall segments ahown7 Ye: o N/A A. Type of hold-downs shown? Yes N/A 10. Are ceiling heights shown? [FBC 1203 .2) � No N/A� 11. Are all hurricane anchorage and hold-downs specified Yea ..No N/A and labeled? No N/A 12. Is ceiling type shown, drywall thickness? Yes No NIA 13, Are insulation baffles shown? 14. Roof Framing Yee No N/A A. Are engineered trusses shown? B. Are conventional frame rafters used? Yee Yes No /A N/A 1. Rafter size shown? N 2. Species of lumber shown? Yes No N/ 3. Grade of lumber shown? Yes No-N/A C. Type of roof sheeting shown? Yes No) N/A 1. Thickness of roof sheeting shown? Yea N N/A 2. Grade of roof sheeting shown? Yee N/A 3. Nailing pattern of roof sheeting shown? Yes C:V� N/A [FBC Table 2306.11 yea � NIA D. Weight of Dry-In felt shown? yes, N/A E. Type of roof cover shown? 1. Attachment asphalt/fiberglass shingles shown? AS��Q�1 NO N/A [FBC 1507,3.7) S « , 2. Attachment of tile roof shown? [ SC 1507.4 .51 yes105N/A 3. other roof covering and attachments shown? � eN/A F. Length of roof overhea shown? 14es Qlo N/A G. Type of soffit an ascia shown? Yes N/A H. Attic ventilation ahown? 1. Location, type and thickness of flashing shown? Yes 41�_,N/A [FBC 1503.2.1 and FEC 1507 .3.91 yeso^. N/A 7. Type and gauge of eave metal shown? Yes N/A 15. Is anchorage of veneer shown? [FBC 1403) 3 RFR I UM AL CHECKLIST (Continued) VII. Floor Flan. 1, Does square footage on pan match square footage shown on _Yes No N/A Application? U7trk Y-L-C If "No" , measure all areas under roof from exterior wall to exterior wall and adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. Ye No N/A 2 , Are all room dimensions shown? Yes N/A 3 . Are all door and window sizes shown? yes N/A 4 . Are all emergency egress openings shown? 5. Is required tempered glass shown at all hazardous locations? Yes 'No N/A [FBC 2405.21 Yes N/A 6. Are all vertical reinforcements shown? Yes No N/A 7. Are all shear wall segments shown? ON S�a� Yes g, Are all hold-downs and hurricane anchorages shown? Yes No%WA) 9, Is required attic access shown? No Nfi{ 10. Are all plumbing fixtures shown? Yes � N/A A. Is water heater size shown? �Y „No N/A 11. Are all electrical fixtures shown? A. Is arc fault circuit interrupter shown for bedrooms? Yes (:ff+ N/A [NEC 210-121 Yes ®p N/A 12. Are all mechanical fixtures shown? yes,, ; N/A A. Is air handler and condensor location 5hown7e�n5�. y Yom_, No N/A H. Are exhaust fans shown? e( O KI L 0 Yes ,c�� N/A 13. Are all smoke detectors shown? [FRC 905.21 fi,^ U# level i 14. Does one (1) bathroom on the first habitable floo have a 29" net clear door opening and handicap accessible No N/A route? (FBC 11-111 eg L�� N/A st 15. Does bedroom open directly into garage? Ye 16. Does the number of bedrooms shown on plans match the tnumber Yes NO' N/A of bedrooms shown on the Application? Oct ��,er.-t;r�.Qq au Aepl'c-f-�, / 17. Is Designer's name and address shown on plans? Tee No N A 18. Do egress doors and landings comply with FBC 1012.1.3 Yes No and FDC 1012.1.5? 19. Are habitable rooms shown with the minimum light and Yes No dIVA ventilation requirements of FBC 1203.17 20, Are garage doors, windows and other openings shown aper meeting Yes N/A wind load requirements for components and cladding p <f4RC) F° N/A 21. Does floor plan show fireplace? A. Does masonry fireplace have a detailed cross-sectional yes � N/A detail? B. Does pre-fabricated fireplace have copy of the yes N/A manufacturer's specifications? crk- Yee Nod N/A C. Is hearth size and detail shown? �� _ � location and detail shown? �� Yes N/A D. Is mantel size, YeaO N/A 22. Are stair details shown? N/A A. Is minimum stair width shown? [FBC Table 10041 te-5- NO N/A B. Are tread and riser sizes shown? (FBC 100?.3) s No /A C. Do spiral stairways comply with FBC 1007.6.27 Yes D. Are required landings shown? [FBC 1007.43 E. Are handrail height, spacing and graspability Yea � N/A details shown? (FBC 1007.51 � N A F. Is required headroom clearance shown? [FBC 1007.7 Yea / G. Are guardrail height, spacing and details shown? yes � N/A [FBC 1026.51 23. If floor plan shows mixed construction, are mixed Yes do N/A construction details shown? [May require engineering.] yes No N/A 24 . If required, are tenant separations shown? A. Duplex [FBC Table 704.1) B. Townhouse [FBC 704.41 4 ova muxTIA11 CHECKLIST (Continued) VII. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes No N/A A. Ara column type, size and anchorage shown? Yes No N/A B. Are beam type, size, span and anchorage shown? Gk_ Cjkop C)wt � es Yo N /A 26. Are all linter a'dn es-bdam details shown? Owt� Yee Not N/A 27. Are engineering details provided for butt glass. __._ VIII. Truax/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts No N/A and required connections? (_i' 2. Are all headers, beams, girders and interior bearing walls Ye - No N/A shown? ii 1 3. Framed Roof. Noty fk--6M.4or 0 W` A. Is rafter plan shown, indluding--01ze, spacing, epe6ies, grade of lumber, span and connections? es No N/A B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Ye No N/A C. Are collar ties shown, including size, spacing, species, Yes`"No N/A grade of lumber and connections? D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A 4. Is roof sheeting indicated, showing type, thickness o N/A and nailing pattern? IX. Floor Framing. 1. Is engineered floor truss plan provided, showing loads, ftsi No N/A uplifts and connections? 2. Is joist plan provided, showing size, spacing, span, Yep No N/A species, grade of lumber and connections? 3. Is floor sheeting indicated, showing type, thickness _ ? No N/A and nailing pattern? X. Elevations. es No N/A 1. Does plan show four (4) elevations? s No N/A 2. Are attic ventilation requirements shown? 3. Are roof pitch and overhang shown? Yes No N/A 4. Is chimney height and location shown? ✓lp t ��-��' Yes . N9J N/A 5. In cricket shown? (FEC 1507.3.9.4] Yes (IJ0 N/A 6. Are all lanai/porch details shown? Yes o N/A 7. Does plan show solid blocking required for ridge vents? Yes o N/A g, Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against yea N/A decay and termites? (FSC 1503.4.41 9. Are gutter, downspouts and splash blocks ,shown? Yea ' N N/A 5 . RFS7pgNTIALCH�CK� (Continued) XI . structural Details. 1. Is basic wind speed shown? [FBC Fig. 16061 Yes No N/A 2. Are gable end bracing details shown? Ye6 eTM N/A 3. Are roof sheeting nailing zones shown? Yes ' N/A 4. Are protection o C—opening details shown? [FSC 1606. 1.41 Yes No /A 5. Is importance factor shown? [FBC Table 1606) Yes N/A 6. Is structure designed to withstand interior pressures? Yes No N/A I. Is exposure category shown? [FBC 1606 .1. 8) Ye6 0( N/A e. Are wind pressures for components and cladding shown? FSC Table 1606.2B Yes Yes No NNom /A N/A FBC Table 1606.2C . 9. Are exterior windows and glass doors shown an approved by independent testing laboratory and do they bear a label by AAMA or WDMA or other approved label? [FSC 1707.4.2) Yea N/A lo_ Are window and door installation and buck details shown? Yes N/A ll. Are mullion installation details and design criteria shown? Yes No. N/A 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707 .4.31 Yes No N/A 13. Are garage door manufacturer' s installation details provided? Yes No N/A 6 RESTD_NTIAL_Z:HEL!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: Ld�r2CZy CZ�Z t - DATE OWNER: PERMIT NUMBER: CONTRACTOR: PHONE NUMBER: 3&3 y [c ( CIRCLE ) I. Survey: Yes N/A 1. Is a specific purpose survey submitted? Yes N/A 2. Is correct Flood Zone shown? 3. Ase existing grade elevations shown for structures located Yea No N/A in an "A" or "V" zone? 4. On lots in multiple flood zones, are flood zone linea indicated? Yes N/A Yes No N/A 5. Ia property in a flood way?� Yes No N/A 6. is flood way line Shown? II, Site Plan: (FBC 104.2 .4) a No N/A 1. Is Site Plan submitted? ea No N/A 2. :9 North arrow shown? TIN, No N/A 3 . Is lot width and length shown?4 . Is Structure shown on site plan with all setback dimensions? No N/A 5. Does structure layout match the floor plan? No N%A 6 . Are drainage/storm water run-off requirements noted. Yea o N/A 7 . Are all easements shown? Yes N/A S . Is proposed driveway shown:? Yes NIA 9. Is landscape and irrigation layout shown? Yes No CL? 10. Is septic tank and drain field location shown? Yes No 11. Is L.P. gas tank b size shown? II2. Structure Code Compliance: yesq N/A 1. Are plans sealed by architect or engineer? yea o NIA (p`'� A. Are structural calculations submitted? Yes N/A 2 . Is correct wind speed shown? (FBC Figure 1606] Yes N/A 00 3 . Is exposure category shown? (FBC 1606 .1.81 4 . Is Importance Factor shown per FBC Table 1606? Yes N/A 5 . Are pressures for wind loading on components and cladding Yea N/A shown per FBC 1606 .2. 57 6. Does structure meet requirements of FBC Table 500 for number of Yee No N/A stories and allowable area? 7. Does structure meet Fire Resistance Ratings of FBC Table 600 Yes No (,ASA for structural elements? Yes 'NA 81 Are plans designed per SSTD 10-997 A. Are all appropriate charts and tables shown? Yes N/A B. Are all appropriate requirements circled or highlighted? Yes N/A 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in.�jiyh wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yea 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 No 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 plana designed per "AF 6 PA Wood Frame Construction manual for One- and Two-Family Dwellings, High Wind Edition"? Yes No 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 :V. Energy Code Information: 1 . Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-600) 'e No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? ea No N/A 3 . Is the "R" value between common walls shown) [FBC 13-602.1.ABC.1 .1) No N/A 4 . Is the "R" value for added insulation on exterior walls shown? res No N/A 5. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC. 11 No N/A 6 . Is the "R" value for raised floors shown? [FBC 13-6057 No 7 . Are Energy Credits Claimed? Yes V7A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes N/A B. white Roof Credit (FBC 13-607.1.A.5) Yes N/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3 .5) Yes N/A V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yes N/A 2. Are all locations of vertical reinforcement and anchor Yes N/A bolts shown? 3. Are all elevation changes in slab shown? Yee fp N/A 4. Is minimum concrete PSI shown? Yes N/A 5. Is slab reinforcement shown? Xe N - N/A A. Wire mesh size and gauge? Yea N/A E. Fibermesh reinforcement? Yea N/A 6 . Is vapor barrier, minimum 6 mil. shown? (FBC 1909.21 Yes N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.11 e No NIA y, 8 . Is type of soil treatment for termites show ? (FBC :816] QO N/A 9, Is perimeter slab reinforcement shown? (SSTD 10-991 T9!) No N/A Ilk. Do plans show bottom of foundation minimum of 12" below I ` finish grade? (FBC 1804 . 1.31 Yes N/A 11. Do plans show concrete footings have a specified compressive r�� strength of not less than 2500 PSI at 28 days? (FBC 1604.5.iJ Yes �J N/A 12. If pile foundation shown, is Sealed Soils Report submitted? Yea No (FBC 1805.1) / itted"? Yee 13 , Does plan indicate "No Wood Grade Stakes Perm (lo A 2 RESIDENTIAL CHECKLIST (Continued) vI. Typical Wall Section: 1. Is finished grade shown? Yee No N/A 2. Is minimum floor elevation shown? Yes No N/A A. Minimum 6" above adjacent grade? Yes No N/A B. MinimurtLl.Q._'�b9ve crown of road or drainage plan submitted? Yes No N/A Yes No N/A C. Flood protection elevation? D. Base flood elevation? Yea No N/A 3 . Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yes No N/A 4 . Are all footing sizes shown? Yes No N/A 5 , Are all horizontal reinforcements shown? Yes 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? Yes 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? Yea No N/A B. Is interior furring shown? Yes No NIA C. Is exterior wall insulation shown? Yes No N/A D. Is interior wall finish shown? Yea No N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Yea No N/A B. Is exterior sheathing (type and thickness) shown? Yea No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yea No 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 No N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304 .2.53 Yea No N/A H. Are shear wall segmenta ahown7 Yes No A'/A A. Type of hold-downs shown? Yes No N/A 10. Are ceiling heights shown? [FBC 1203 .2) Yea No N/A il. Are all hurricane anchorage and hold-downs specified yes No N/A and labeled? Yes No N/A 12. Is ceiling type shown, drywall thickness? Yes No N/A 13 . Are insulation baffles shown? 14 . Roof Framing Yes No N/A A. Are engineered trusses shown? 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 No NIA C. Type of roof sheeting shown? Yee No N/A 1. Thickness of roof sheeting shown? Yes No N/A 2. Grade of roof sheeting shown? Yes No NIA 3. Nailing pattern of roof sheeting shown? [FBC Table 2306 .1) Yes No NIA D. Weight of Dry-In felt shown? Yes No NIA E. Type of roof cover shown? Yes No NIA 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507,3 .7) Yes No N/A 2. Attachment of tele roof shown? [FBC 1507.4 .51 Yes No N/A 3. Other roof covering and attachments shown? Yes No N/A F. Length of roof overhea shown? Yes No N/A G. Type of soffit an ascia shown? Yes No N/A H. Attic ventilation shown? Yea No N/A I. Location, type and thickness of flashing shown? yes No N/A [FBC 1593 .2. 1 and FBC 1507 . 3.91 Yes No NIA J. Type and g. 0 a of eave metal shown? Yea No N/A 15. Is anchorage of veneer shown? [FBC 14031 3 RESIpg' IAZ, CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes No N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2 . Are all room dimensions shown? Yes No N/A 3 . Are all door and window sizes shown? Yes No N/A 4 . Are all emergency egress openings shown? Yes No N/A 5 . Is required tempered glass shown at all hazardous locations? [FRC 2405.2) Yes No N/A 6 . Are all vertical reinforcements shown? Yes No N/A 7 . Are all shear wall segments shown? Yea No N/A B. Are all hold-downs and hurricane anchorages shown? Yes No N/A 9. Is required attic access shown? Yes No N/A 10. Are all plumbing fixtures shown? Yes No N/A A. Is water heater size shown7 Yes No N/A 11. Are all electrical fixtures shown? Yes ,No N/A A. Is arc fault circuit interrupter shown for bedrooms? [NEC 210-121 Yes No N/A 12. Are all mechanical fixtures shown? Yes No N/A A. is air handler and condensor location shown? Yes No N/A B. Are exhaust fans shown? Yes No N/A 13 . Are all smoke detectors shown? [FBC 905.21 Yes No 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 No N/A 15. Does bedroom open directly into garage? Yes No N/A 16 . Does the number of bedrooms shown or. plans match the number of bedrooms shown on the Application? Yes No N/A 17. Is Designer's name and address shown on plana? Yes No N/A 18. Do egress doors and landings comply with FBC 1012 .1.3 Yes No N/A and FBC 1012 .1.5? 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203 .17 Yes No N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes No 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/A B. Does pre-fabricated fireplace have copy of the manufacturer' s specifications? 'Yes No N/A C. Is hearth size and detail shown? Yee No N/A D. Is mantel size, location and detail shown? Yes No N/A 22. Are stair details shown? Yes No N/A A. Is minimum stair width shown? [FBC Table 10041 Yes No N/A B. Are tread and riser sizes shown? [FBC 1007.3) Yea No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yea No N/A D. Are required landings shown? [FSC 1007.4) Yes No N/A E. Are handrail height, spacing and graspability yes No N/A details shown? (FBC 1007.51 F. Is required headroom clearance shown? (FBC 1007 .71 Yes No N/A G. Are guardrail height, spacing and details shown? [FBC 1026.51 Yes No N/A 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.) Yes No N/A 24 . If required, are tenant separations shown? Yes No N/A A. Duplex [FBC Table 704 .11 B. Townhouse (FBC 704.41 4 RZ5 DENTIAL CHECKLIST (Continued) VIZ. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes No N/A A. Are column type, size and anchorage shown? Yes No N/A B. Are beam type, size, span and anchorage shown? Yes No N/A 26. Are all linter a'nd-'bdam details shown? Yes No N/A 27. Are engineering details provided for butt glass? Yes No N/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 No N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A 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? Yes No N/A D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A 4. la roof sheeting indicated, showing type, thickness and nailing pattern? Yes No N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes No N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yea No N/A 3. Is floor sheeting indicated, showing type, thickness and nailing pattern? Yes No N/A X. Elevations. 1. Does plan show four (4) elevations? Yes No N/A 2. Are attic ventilation requirements shown? Yes No N/A 3. Are roof pitch and overhang shown? Yes No N/A 4. Is chimney height and location shown? Yes No N/A S. Is cricket shown? [FEC 1507.3.9.43 Yes No 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 .43 Yes No N/A 9. Are gutter, downspouts and splash blocks shown? Yes No N/A 5 Slph'^IA. CH��'KTST (Continued) XI . structural Details. Yes No N/A 1. Is basic wind speed shown? [FBC Fig. 1606] Yes No N/A 2. Are gable end bracing details shown? Yee No N/A 3, Are roof sheetinjc nailing zones shown? Yes No N/A 4, Are protection of opening details shown? [FBC 1606 . 1.41 Yes No N/A 5, Is importance factor shown? iFBC Table 16061 yes No N/A 6. Is structure designed to withstand interior pressures? Yes No N/A 7. Is exposure category shown? [FBC 1606 .1.8) e , Are wind pressures for components and cladding shown? Yes No N/A FBC Table 1606 .2E Yes No N/A FEC Table 1606.2C 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and�do they bear a label yea No N/A by AAMA or WDMA or other approved abeam. :FBC 1707.4 .2) 10. Are window and door installation and buck details Shown? Yes No N/A 11. Are mullion installation details and design criteria shown? Yes No N/A 12. Are garage door positive and negative wind pressures shown Yes No N/A as meeting requirements of 1.5 X pressure? (FBC 1707 .4.3) 13. Are garage door manufacturer' s inatallation details provided? Yes No N/A 6 P. CITY OF ATLANTIC BEACH RECTI V TREE REMOVAL APPLICATION No v � � ?�Li� B All a. hcattons must be submitted with seven_(7) copies and received b Friday ten (10) days prior to the scheduled meeting in order to be placed on the af;enda -I'tNCOMPLE-1"J,, A PLICATIONS OR INACCURATELY MARKED SITES WT-LL NOT BE PROCESSED. cd P E/Vi319,9-&RR horn 1. /nftR APPLICANT NAME ADDRESS -54X 3aaSS6 TELEPHONE 2. _ -3 -S F )9'�b Sr t?F,C,T 14709 X71 C r3 rA CO v�L 3a 23 3 ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL.- TO EMOVAL:YO C3 u 1 LT 4 5t ►'i�c,� ►� �t cw rYI►9 uZ-f� t2vr9 M Eh9 L L 4. 14AS THIS SITE BEEN TO THE TREE BOARD DEI'ORL? YES NUt SURE 5. PROPERTY ZONING: RESIDEN`I IAL C OMMERCXAL 6. LIST TREES PROPOSED FOR KEMOVA.L. SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. L.\vC- L A V f-V t_ o A K OA IL 1 to,t WL/� 0A-1( '7tl Ott t✓�vr maw L1 v1 eqHK.- 61 Ott L�vr-- t9fEK. t1 SN/n 611 IV f-- n AK- Li y 1 l *DiametCr at Breast Height(D.B.H.)is measured at 4..5 fart above grade. To accurately determine d;nmctc, the monk circumference and divide by 3.14. Diarnetc7 of multi-ttunkLd trees is determined by adding together the diameter of each trunk as measured immediately above the forks_ Received Time Nov . 7 • 2 : 01PM p. 2 ' Sec atmr-hve diagram fur detcrmivatiun of uoterior Aud exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Lvuaiivu of sopor rapby features such m hills and low areas. b) Ea.i.sting and proposed structures. c) Location of all trr= with,Diameter at Breast Heigtt of six inches oF,more. d) Tree species and sizes. c) Trccs to be rcusuvcd should be clearly marked with an "X". fl. Trees to be preserved on-sitE for mitigation must be marked with brackets. [ g) Location, size and species of any proposed new replacement trees marked with a circle"O". h) Location of utiliues and cmements as applicable. 1) Location of trees to be preserved on-site with barricading noted. s. ON-SITE.REQUIREMENTS: . a) M tees identified for reznoval 1ST be marked on-site by RFD flagging, paint or tape. b) All trctz; to be preserved on-site for mitigatioA]BUST be marked with, LUE flagging,paint or tape. c) The front propeM, corners must be-marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS 031,.MTACCU ATELY NARKED SITES "NVILL NOT .BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, AR-ncl.F E, TKBE FROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THM CODE OF ORDINANCES OF ATLANTIC BEACH /44W �— plicant s Signanuc D e fv6& ►9o_ ►�truthat.- � Owner's Signawre Date UTY USE ONLY: Tree Conservation Board Chairperson Date Received Time Nov . 7 • 2 : 01PM Draft MINUTES OF TREE CONSERVATION BOARD November 20, 2002 A regular meeting of the Tree Conservation Board was held Wednesday,November 20, 2002, in the City Hall Conference Room. Present were Barbara Mears, Carol Rockwood, Maureen Shaughnessy, Building Official Don Ford and Athena Shearer. 1. Call to Order The meeting was called to order at 7:05 p.m. 2. Recognition of Visitors None. 3. Annroval of Minutes of Meeting of November 6, 2002 A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of November 6, as written. 4. Old Business The Board moved to address New Business prior to Old Business. 5. New Business A. Tree Removal Applications: 1) 2263 Ocean Forest Drive West: Mr. Dane Boggs introduced himself and stated that he had a letter from tree specialist Early Piety stating that the 16"magnolia tree was in bad condition and would not survive. The Board determined that due to the bad condition of the magnolia tree, it could be removed with no mitigation required. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to direct the Building Official to issue a permit for the removal of a 16" unprotected oak and a 18" unprotected with no mitigation required. 2) 1479 Laurel Way: Building Official Ford advised that the 8"oak tree indicated in the application was used for mitigation one year ago;therefore,the tree was required to be replaced at 100 percent. A motion was made by Board Member Rockwood, seconded by Board Member Shaughnessy and unanimously carried that the Building Official require that the 8" oak used for mitigation be replaced at 100 percent. 3) 358 19th Street: Building Official Ford read Section 23-17(g)(3)(c)of the Tree Ordinance which outlined the following: "...the Director is unable to determine with reasonable certainty the number of protected trees removed in violation of this subpart [section],the violation shall be corrected by paying a civil fine of up to one dollar($1.00)per square foot of land cleared, which fine shall be assessed by the code enforcement board." Building Official Ford advised that the survey was produced by the builder and not a licensed surveyor, and the survey was supplied after the removal of the trees so there was no way to verify accuracy of the survey. He also advised the Board that a notice was sent to Coppenbarger Homes on April 26, 2002, advising them that a tree removal permit was Minutes of Tree Conservation Board Draft �+ November 20, 2002 Page 2 required prior to issuance of a building permit. Discussion ensued with regard to tree removal permit applications. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to not accept the Tree Removal Application. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to require Coppenbarger Homes to submit an accurate survey showing the cleared area of the lot. 580 Sherry Drive: Building Official Ford informed the Board that 44"of hardwood was removed instead of 56"of hardwood. He further stated that the applicant presented a check to the City of Atlantic Beach for a portion of the mitigation and planted trees to complete the balance of the mitigation required. 4. Old Business A. Tree Removal Application: Discussion was held and the Board deferred this item to the neat Tree Conservation Board meeting. 6. Reports and Announcements The Board discussed permit fees for Tree Removal Applications and determined that they would discuss this issue at a future meeting. 7. Adjournment There being no other business or discussion,the meeting was adjourned at 8:10 p.m. Barbara Mears Draft MINUTES OF TREE CONSERVATION BOARD November 20,2002 A regular meeting of the Tree Conservation Board was held Wednesday,November 20, 2002, in the City Hall Conference Room. Present were Barbara Mears, Carol Rockwood, Maureen Shaughnessy, Building Official Don Ford and Athena Shearer. 1. Call to Order The meeting was called to order at 7:05 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meetinn of November 6,2002 A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of November 6, as written. 4. Old Business The Board moved to address New Business prior to Old Business. 5. New Business A. Tree Removal Applications: 1) 2263 Ocean Forest Drive West: Mr. Dane Boggs introduced himself and stated that he had a letter from tree specialist Early Piety stating that the 16"magnolia tree was in bad condition and would not survive. The Board determined that due to the bad condition of the magnolia tree, it could be removed with no mitigation required. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to direct the Building Official to issue a permit for the removal of a 16" unprotected oak and a 18" unprotected with no mitigation required. 2) 1479 Laurel Way: Building Official Ford advised that the 8"oak tree indicated in the application was used for mitigation one year ago;therefore,the tree was required to be replaced at 100 percent. A motion was made by Board Member Rockwood, seconded by Board Member Shaughnessy and unanimously carried that the Building Official require that the 8" oak used for mitigation be replaced at 100 percent. 3) 358 19`s Street: Building Official Ford read Section 23-17(g)(3)(c)of the Tree Ordinance which outlined the following: "...the Director is unable to determine with reasonable certainty the number of protected trees removed in violation of this subpart [section],the violation shall be corrected by paying a civil fine of up to one dollar($1.00)per square foot of land cleared, which fine shall be assessed by the code enforcement board." Building Official Ford advised that the survey was produced by the builder and not a licensed surveyor, and the survey was supplied after the removal of the trees so there was no way to verify accuracy of the survey. He also advised the Board that a notice was sent to Coppenbarger Homes on April 26, 2002,advising them that a tree removal permit was Minutes of Tree Conservation Board Draft November 20, 2002 Page 2 required prior to issuance of a building permit. Discussion ensued with regard to tree removal permit applications. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to not accept the Tree Removal Application. A motion was made by Board Member Shaughnessy, seconded by Board Member Rockwood and unanimously carried to require Coppenbarger Homes to submit an accurate survey showing the cleared area of the lot. 580 Sherry Drive: Building Official Ford informed the Board that 44"of hardwood was removed instead of 56"of hardwood. He further stated that the applicant presented a check to the City of Atlantic Beach for a portion of the mitigation and planted trees to complete the balance of the mitigation required. 4. Old Business A. Tree Removal Application: Discussion was held and the Board deferred this item to the next Tree Conservation Board meeting. 6. Reports and Announcements The Board discussed permit fees for Tree Removal Applications and determined that they would discuss this issue at a future meeting. 7. Adiournment There being no other business or discussion,the meeting was adjourned at 8:10 p.m. Barbara Mears CITY OF ATLANTIC BEACH ' i yLf 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 r� http://ci.atlantic-beach.fl.us Thursday,November 21, 2002 Coppenbarger Homes 7700 Square Lake Blvd. Jacksonville, Fl. Attention: Ron Coppenbarger Dear Sir, The Atlantic Beach Tree Conservation Board has reviewed your tree survey for the lot addressed as 358 19" St. and requested the following information: 1. A survey to scale, showing the lot and outlining the area that has been cleared. This information should be submitted no later than 10 days prior to the next meeting. The next scheduled meeting is December 11, 2002. If you have any questions concerning this matter please contact me at 904-247-5826 or by E-Mail at dfordna ci atlantic-beach.fl.us. Sincerely, (, C- , Don C. Ford CBO Building Official CC: City Manager Tree Board Members File CERTIFIED MAIL CITY OF ATLANTIC BEACH j rl►sl 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r � ssl FAX:(904)247-5805 1 s) SUNCOM:852-5800 http://ci.atlantic-beach.fl.us f, Thursday, November 21, 2002 Coppenbarger Homes 7700 Square Lake Blvd. Jacksonville, Fl. Attention: Ron Coppenbarger Dear Sir, The Atlantic Beach Tree Conservation Board has reviewed your tree survey for the lot addressed as 358 19th St. and requested the following information: 1. A survey to scale, showing the lot and outlining the area that has been cleared. This information should be submitted no later than 10 days prior to the next meeting. The next scheduled meeting is December 11, 2002. If you have any questions concerning this matter please contact me at 904-247-5826 or by E-Mail at dford@ci.atiantic-beach.fl.us. atlantic-beach.fl.us. Sincerely, �'() U`'_ C Don C. Ford CBO Building Official CC: City Manager Tree Board Members File CERTIFIED MAIL Page 1 of 1 Ford, Don From: AJensenLaw@aol.com Sent: Friday, November 22, 2002 1:12 To: Ford, Don Subject: Tree Board Don: A review of the tree ordinance and in particular Sec. 23-17(g)would allow a civil fine of up to $1.00 per square foot of land cleared if: 1. there has been a violation of the tree ordinance 2. the site has been cleared 3. the trees have been removed from the site so that the director cannot determine with reasonable certainty the number of protected trees removed. As you know, the violation would be prosecuted before the Code Enforcement Board which would set the amount of any fine. Contact me if you need anything further. Alan Alan C. ]men, Esquire 935 North Third Street P.O. Box 50457 Jacksonville Beach, FL 32240-0457 (904) 246-2500 (904) 246-9960 FAX AJensenLaw@aol.com CONFIDENTIALITY NOTICE: The information and all attachments contained in this electronic communication are legally privileged and confidential, subject to the attorney-client privilege and intended only for the use of the intended recipients. If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by return e-mail and please permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you. 11/22/2002 ti Ct penbarger Homes, Inc. Monday, December 02, 2002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLAiv� IC BEACH, FLORIDA 332233-5445 Attention: Don Ford, CBO Dear Sir, I am faxing you the required information you requested in your letter dated 11/21/02 , and per our conversations Wednesday,November 27, 2002 at 3 PM and Monday, December 2, 2002 at 7:05 AM. The request was a survey to scale, showing the lot and outlining the area that has been cleared after the receipt of building permit#02-00024874 issued on 9/23/02 by your office. Furthermore I am requesting to be placed on the Atlantic Beach Tree Conservation Board `s agenda for a minimum of 15 minutes, in order to present information and answer any questions concerning the lot at 358 19`h Street, at their next meeting Wednesday, December 11, 2002 at 7:00 PM. Please forward this request to the Tree Board Members as required. Si rely, George Paspalaris Coppenbarger Homes, Inc. Custom Projects 7700 Square Lake Blvd. • Jacksonville, Florida 32256 • (904) 363-1414 r AL3 - I L ' CITY OF ATLANTIC BEACH J`l 800 SEMINOLE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 I4X TELEPHONE: (904)247-5800 FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Thursday,November 21, 2002 RECEIVE—_T_)_ Coppenbarger Homes DEC 1 1 2002 7700 Square Lake Blvd. Jacksonville, Fl. BY: Attention: Ron Coppenbarger Dear Sir, The Atlantic Beach Tree Conservation Board has reviewed your tree survey for the lot addressed as 358 19`h St. and requested the following information: 1. A survey to scale, showing the lot and outlining the area that has been cleared. This information should be submitted no later than 10 days prior to the next meeting. The next scheduled meeting is December 11, 2002. If you have any questions concerning this matter please contact me at 904-247-5826 or by E-Mail at dford@ci.atlantic-beach.fl.us. Sincerely, �G C"..' c. Don C. Ford CBO Building Official CC: City Manager Tree Board Members File CERTIFIED MAIL [D:EC FT1TF� , 1 1 2002 Timeline - Margo Marshall Douse: a � February 28 2002- submitted plans to City of Atlantic Beach Building Dept. about 4:00pm to Pat Farris. ,,!� March 19, 2002- called to check on permit- Pat Farris said Ot 6t they still had not gotten to this permit because they had �,fo taken in so many on the last day of February. Z9 V April 4, 2002 plans over at public works, will call when they conte back. Talked to Pat Farris. ��b April 10, 2002 permit still in review. p April 16, 2002 permit still in review. J April 24, 20021 rev'd fax on items that still need to be addressed prior to receiving a building permit. I called f @k� 4 �P Margo Marshall to see if she had drainage info. Since she to �� owned the lot, this is something that should be provided by �t her for permitting. Margo said the person whom developedF k the land was deceased: At this point, I called Atlantic �F,Q Beach Property Appraiser to see if maybe the recorded plat would have any info on it about drainage. I received call back, no there was not any info on drainage. I called public works, they also had no info on drainage for this piece of property. �D 119 May 3, 2002 First Source logged in request to redo trusses 10 and engineering for new codes. Although our plans Frere k � submitted before the new code went into effect. Don Ford( �p requested Coppenbarger Homes to meet neve codes. May 13, 2002 First Source revised structural and trusses for Margo Marshall house to meet neve state building codes. Waitinr o for drainage info to resubmit all comments. June 18, 2002 Architect redraws site plan with elevations on it. v June 21, 2002 Resubmitted plans to Fat Harris that f-F�J addresses issues from April 24, 2002 fax. Pat Farris said �`k she would forward information t® public works. 'top �yS P�P��c � 60(- o,k✓ Week of June 24, 2002 Bob Kasole rejected drainage plan. P pQ� Salesman was contacted with comments for Fargo needing additional site information. Lucy got with Margo and they fired ACM Surveying, Inc for site work. July 23, 2002 ACM Surveying submits their drainage plan information directly to public works. July 30, 2002 I called Bldg. Dept. to see if everything was ok. Plans not back from public works yet. August 5, 2002 I called public works and not ready yet. Week of Aug 16, 2002 Bob Kasole said he would look at plans. August 21, 2002 I received notes by fax that information provided by ACM was not the information that Public Works really needed. Margo contacted. Margo hires J. Lucas & Associates which Bob Kasole recommended. August 29, 2002 Tree survey submitted to Pat Harris ? No Atlantic Beach Building Dept. September 12, 2002 J. Lucas & Associates delivers a lot f grading plan directly to Public Works. Week of September 16, 2002 1 call directly to Bob Kasole several times about when he would be done with his review. Mr. Kasole told me to quit calling. The more I called the slower he was going to go. Mr. Kasole told me _ other people have called about this permit. Please have them quit calling. September 23, 2002 permit issued. October 24, 2002 Don Ford rejected private inspector letter that I had submitted. When I called, Ikon Ford said they , were not a busy building dept. and that there was no need for Coppenbarger Homes to use private inspector. F.. S . 6'L- 0�� SS J FLP -` rr ' s s✓fi -E•" sr"S"1 �f t �'.fYr.�,r Y� yr rrq lrp of---1 f r .. f s y, r err' r�, r�+ PJf.ar�f r i r r �s�r .rrtrard" ? r7< * r r �' rs£`suspri7.a t axl f x Y"f rJ3 !r rf Y" ry ' . r' .. •J-fry .� "r `` -at ! }.{t x�3� ;�,.r �.• i '� Y' sffrf 3r'r�' r��..• �"x .Yk � '0" � f ,�,r f ��rr�r.Y ," � ✓t .t r Jaw"'ECEIVED - F3 City of atlantic Beach Suildina and Zoning City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://wwwlci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUC, jvED (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITION# AND ALTERATIONS, MOVING OR DEMOLITION) DEC.1 1 2002 BY: DATE JOB ADDRESS "5? 19 APPLICANT ADDRESS `721 l Sq UGL - ILt LL B\Jd PHONE: 3(,3 1 `A I U) LEGAL DESCRIPTION: BLOCK NUMBER- LOT NUMBER ZONING DISTRICT CONTRACTOR o P� bar �r m STATE LICENSE NUMBER O&Cd a i-1 0-6 ADDRESS `1'7n PHONE 34 9- 9 3 Cm STATE ZIP FAX DESCRIBE PROPOSED USE AND WORD TO BE DONE L (-P- 7 CC�rv� i I O� Lt, PRESENT USE OF LAND OR BUILDING(S) ua(-e- VALUATION OF PROPOSED CONSTRUCTION 7) Is this an addition? o Tf 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? LAf-A, / New plumbing fixtures? New fireplace? New heating!air conditioning? Is approval or Homeowner's Association or other private entity required? -/\-O If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps anti 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. w- 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 02/28/02 ,tt 4 'Sr L Via.. „r _ rrr ,zirr i_�f r rteA�S i' ir y ^Y'c; _ ? WIN, s 2r sr r - ysT�� TAJ y 1-53-YF gr .�y �,�' s Ar nZ 3. YS -.) AY�£ I7 .�^' •✓} x Y4 �.r r . - �e G � f v'�' l -✓y'y f�. t 22' Y�j'� (.s j+ 3'.ly rc 'Srsr r;Gi Cr'G' t > r y.�3. r o 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 maimer. F: 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-construction topographical survey. 'lt 5. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. C hupemous.Swdact-,.arrea-calcul-atimr.(Swimmmgpoolyma3abr-excludgcLf.comtotal-lnlperviousSur.fl-A :) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT FORMATION PROVIDED WITH THIS APPLICATION IS CORRE-CT:' SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HA AD AND E 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, W4ETHER 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 � DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE t��n cA r xa, Notary Public AS TO OWNER: Personally known State of Floir;r,fx ❑ Produced identification Joyce A. Commission #: CC7764" Type of identification produced Mu(',n,n,,,;,,e;, deU7 Notary Pubes AS TO CONTRACTOR: [✓Personally known State of Florida ❑ Produced identification ,,,,gJoyce A. Zornes Type of identification produced `� psi Cya039 ,2002 02/28/02 gggz s :,slft b k r s3 r fr r rr� r*t "f, •cr.! ''{!.. 3 r ai-.-^ r'1� x Y' tti xp'6 „$ 5'r r yr.,r.7t '7' Jai . • r £`ii :rr - yss- a'. t `y�L : #j "x• :�' �.f` fjT r ryr 1ti z as f'4f Fr rx rJ ^fix r #t; [[�1r aS• y� r 5! r i.yi $. ,£ d sr "lt.. ?r i"s` •�` n�v'`GJ �"',s�� ..yY 'M -T . .. :^jy •xR'r �: ��.•"r'£�'''r�t ry�..y�" :,'�'.�c �,�;�[,= ra {z, �.t. -�£fi,[*�z��f*�#"+'_:d"..�:-': .. Y .1 "tip sl `zsT��ra#�1!'�s �sst'..7 ..ty ?Y'F,Y V f •4. . X2,1 i _ a'"' ss(•sir. "' --;y,;., r+"`r�rr- .�� r'fsf`1';•r{g7rWrr✓ V 1. ,r. N. " 51 ?t f s "Fi r,;-7- s ,y" `•'a l s i. xrda �r -•l-1 i> :1r"• ,f;. r i s t r „t- .s ,iyr .. x#�i� -r38•rrfx'd f�- '3Zr "" P: r .!- :s, r-[3. 0+'. -� r.i"r'�#�rr-t.err r. . .fx� [[ �y^p � r .•".1y:.-.;;[ y rt r y r e • - � t ` j� � r �%lfr4•sk� fF+' M�Sti•rf�; [•/ �. 'Y". ff�.tk s"'} x Sx. i c ��,r _ r'• �'"Sr pf xr; : rA' `' ,' ji' '.'t .f 1'a' h,1Y � � r'�.y'r .. 4'. r �7� y. �l�f k'�$S.fr�•f r • % ;? r f, rs's, rfl" y } -c..•.:%r. �=�^v��'•t37f IreL't.� rl .��>.1� } �¢Z't x9 ; S4 — .�..._ ..ems. _ v.•T r'3 j f'L.; .. ...r A:n K•f'i. Ny ..R4ti'it `v .... h.. 00 'Al C E 1-7 E D PROPERTY DESCRIPTION Lot # � Block # S•es•�� #�� „u� � Subdivision: 5e�va VYIa��o U{ Mwttc Ba Of Atlantic, �3 h city Wi.i mads Street Name 001 '�• � uu or Address: _SO1 '� � - Ut�dt '� PTION OF"WORK � (If in a FLOOD HAZARD Flood done: area complete page 3) Brief Description ^n_L� ,4.1 (�E I�p �— Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed District: Use: �.S p•M� ,� Estimated Value $ p� 00 Exceptions or Variances Materials: Granted:_ (11 r x DO ' Q. Solid or Filled Ground•. Roof: l�w� Methodof Heating: OWNER INFORMATION Property Owner: E. �� Phone: Meiling Address "7'7 � ,r Y Zip: �1 CONTRACTOR INFORMATION Contractor: ('o p pzn,)o n,-!Se.r �,r,� Phone• Mailing Address. x_tce BLu cel STATE LICENSE NO: (� (}�1�(�1Qa Datization Date: 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,SJ PORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Si natur g DATE 6 Z Contractor Signature DATE �� Q SWORN TO AND SUBSCRIBED BEFORE ME BY_& tW_Lt. THIS a S� DAY OF .�j;�ca r , "F" eaNtarY Public NOTWY UBLICJ ` 1'o a oyce A.Zornes i M C Commission #: CC778079 AGENDA REGULAR MEETING OF TREE CONSERVATION BOARD Dec-ember-1-1,2004 7:00 p.m. City Hall Conference Room 1. Call to Order 2_ Recognition of Visitors- J 3. Approval of Minutes of Meeting of November 20, 2002 4. Old Busine$s /A. Tree Removal Appheatio&Four Deferm&until€trst m in-J�xafy,2103 J B. Tree Removal Applications: -a.R f �� {��¢K T &P t c of-T o N 1) 35i119`h Street — J)f A#,A, j /4 90 P 1 l L A- ( O'3 r-o✓i 5. New Business A. //Tree Removal Applications: ) 50 Robert Street > ) 85 Simmons Road 91860 Francis Avenue 1420 Mayport Road All of Block 8; Lot 4, Block 9; Lots 1-3, Block 22 and Block 23 (south side of Church Road just e4st of Mayport Road) q3b-5 A-rL-rro b-c &-LlP. �. Reports and Announcements— 7. Adjournment All information related to these applications and full legal descriptions for the subject_properties are, available for review at the City of Atlantic Beach Building Department located at 800 Seminole Road, Atlantic Beach, Florida. If any person decides to appeal any decision made by the Tree Conservation Board with respect to any mater considered at the above meeting,he or she will need a record of the proceedings, and for such purpose, wA*-need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. Notice to persons needing special accommodations and to all hearing impaired persons: In accordance with the Americans with Disabilities Act,persons needing special accommodation to participate in this proceeding should contact the City of Atlantic Beach(904) 247-5800, 800 Seminole Road, Atlantic Beach, Florida 32233 not later than five days prior to the date of this meeting. Crff BEA 8000S MINNOOL.E ROAD CH ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 %+ Sy FAX:(904)247-5805 S) SUNCOM:852-5800 http://ci.adantic-beach.fl.us December 16, 2002 VIA FAX AND CERTIFIED MAIL Mr. Ron Coppenbarger Coppenbarger Homes, Inc. 7700 Square Lake Boulevard Jacksonville, FL 32256 Re: 358 19'hStreet, Atlantic Beach, Florida Dear Mr. Coppenbarger: At the Tree Conservation Board ("Board") meeting of December 11, 2002,the Board determined that the Building Official was unable to determine with reasonable certainty the number and size of trees removed at 358 19"' Street. According to Section 23-17(g)(3)c of the City of Atlantic Beach Tree Ordinance, the Board determined that the violation of this section be corrected by paying a civil fine of one dollar ($1.00) per square foot of land cleared. The Board accepted the survey dated December 2, 2002 attached to your letter dated December 2, 2002, indicating the cleared area of the lot at 4,550 square feet. Therefore, Coppenbarger Homes, Inc., has been fined $4,550 which payment shall be made to the City of Atlantic Beach within seven(7) days after assessment. Any person aggrieved by an administrative order,determination or decision of the director may appeal the order, determination or decision to the City Commission. Sincerely, &)C-, C Don C. Ford, CBO Building Official cc: City Manager Tree Conservation Board Members File ` CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 J TELEPHONE:(904)247-5800 FAX:(904)247-5805 j ) SUNCOM:852-5800 J http://ci.adantic-beach.fl.us December 16, 2002 VIA FAX AND CERTIFIED MAIL Mr. Ron Coppenbarger Coppenbarger Homes, Inc. 7700 Square Lake Boulevard Jacksonville, FL 32256 Re: 358 19th Street, Atlantic Beach, Florida Dear Mr. Coppenbarger: At the Tree Conservation Board("Board")meeting of December 11, 2002,the Board determined that the Building Official was unable to determine with reasonable certainty the number and size of trees removed at 358 19th Street. According to Section 23-17(g)(3)c of the City of Atlantic Beach Tree Ordinance,the Board determined that the violation of this section be corrected by paying a civil fine of one dollar($1.00) per square foot of land cleared. The Board accepted the survey dated December 2, 2002 attached to your letter dated December 2, 2002, indicating the cleared area of the lot at 4,550 square feet. Therefore, Coppenbarger Homes, Inc., has been fined$4,550 which payment shall be made to the City of Atlantic Beach within seven(7) days after assessment. Any person aggrieved by an administrative order,determination or decision of the director may appeal the order, determination or decision to the City Commission. Sincerely, &)C-- C aj-,� Don C. Ford, CBO Building Official cc: City Manager Tree Co rvation Board Members File HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Dec 16 2002 1:05pm Last Transaction Date Time Toe Identification Duration Pages Result Dec 16 1:05pm Fax Sent 93631994 0:25 1 OK le-H-ey �e- - w�O s��- ev Oaf- � co vek, 5ked- bZXUSe d oQ vlo�9a tv-SF t1we . / t CITY OFATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 P TELEPHONE:(904)247-5800 1 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us p 'M}er VatP�•---- 12%16/0211--------� ------------- Tom•• Ron Coppenbarger ,�Nd_ 363-1994 ;F)?Q ___-Don Ford --------------------------------------- moi • 358 19th Street J vi•Zc:�' CITY OF ATLANTIC BEACH t= 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r i FAX:(904)247-5805 i• S) SUNCOM:852-5800 :+ y http://ci.adantic-beach.fl-us t s- vas'---,�= 3-= a 3------- --------------------- --- 2600 --- "z- ---------------------------- rz f -� —---- Z ,o ----------------- Jan . 3. 2003 12:38PM COPPENBERGER HOMES No-6820 P 1 Co penbarger Homes, /nc. Friday, January 03, 2003JA/Niy. O 320 - CITY 20CITY Of ATLANTIC BEACH !� o 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 3' VIA FAX AND MAIL Attention. Tree Conservation Board To Whom It May Concern: I am requesting to be placed on the Atlantic Beach Tree Conservation Board `s agenda for a minimum of 15 minutes, in order to present information and answer any questions concerning the lot at 358 19"'Street, at their next meeting Wednesday, January 8th, 2003 at 7:00 PM. We are proposing to accomplish the following items in order to mitigate the fine imposed on us for the property located at 358 19th Street. 1. Hire a professional landscape architect to develop a landscape plan for the above-mentioned property that will be for the best intexest to the surrounding community. 2. The landscape plan will be submitted to the Tree Conservation Board for approval before it can be implemented._....__. wade '-rp_15 _!� 3. The landscape work wtl be of equal value as the amount of the fine imposed, 4. I wiIrpft§-6-ha mtt all necessary information and be available for any questions you might have. Please forward this request to all parties concerned as needed. Sinc Xly, le�orgge Paspalaris Coppeabarger Homes,Inc. Custom Projects 7700 Square Lake Blvd. • Jacksonville, Florida 32256 • (904) 363-1414 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 is FAX: (904)247-5805 SUNCOM: 852-5800 t� V http://ci.atlantic-beach.fl.us Friday, January 03, 2003 6(_pA6F' 4SOON'4m5 Coppenbarger Homes Inc. R ? L 7700 Square Lake Blvd. (� J Jacksonville, Fl. 32256 Attention: George Paspalaris Subject: Letter of 1-03-03 request to be placed on Tree Conservation Board Agenda Dear Sir, We have received your fax of January 3, 2003 requesting to be placed on the Tree Conservation Board agenda of January 8, 2003. The agenda for the Tree Conservation Board closes out on the Monday(1 Odays) before the meeting on Wednesday of the following week. The agenda items are assembled and mailed to the board members seven(7) days before the meeting. This gives the board time to review the applications and inspect the properties on the agenda. The agenda for the Wednesday January 8, 2003 meeting has been mailed out to the board members. The property at 358 19th St. is on the agenda of January 8th for action by the board to refer the required mitigation to the Code Enforcement Board for review and action by that board. This is the only action the board can take at this meeting as any other action would have to be placed on the agenda and noticed at least 24 hours prior to the meeting. If you would like to be placed on the agenda of the meeting on January 22, 2003 please submit any information you would like the board to review on or before January 13, 2003. Sincerely, "Q ,, -- C' DonC. Ford CB)il� Building Official Cc: City Manager Jim Hanson Tree Co ervation Board Members File To: Jim Hanson From: Don Ford Date: January 6, 2003 Re: Response to Coppenbarger Homes Timeline— Margo Marshall House Timeline—Margo Marshall House: February 28, 2002—submitted plans to City of Atlantic Beach Building Dept. about 4:00pm to Pat Harris. March 19,2002—Plans reviewed by Tat Chan/Larry March 19, 2002—called to check on permit—Pat Harris said they still had not gotten to this permit because they had taken in so many on the last day of February. March 29, 2002—Plans returned to Coppenbarger April 4, 2002 —plans over at public works, will call when they come back. Talked to Pat Harris. At public works. April 10, 2002—permit still in review. At public works. April 16, 2002—permit still in review. April 24, 2002—I rec'd fax on items that still need to be addressed prior to receiving a building permit. I called Margo Marshall to see if she had drainage info. Since she owned the lot,this is something that should be provided by her for permitting. Margo said the person whom developed the land was deceased. At this point, I called Atlantic Beach Property Appraiser to see if maybe the recorded plat would have any info on it about drainage. I received call back, no there was not any info on drainage. I called public works,they also had no info on drainage for this piece of property. April 25, 2002—Mailed and faxed information to Coppenbarger stating Tree Board permit required. May 3, 2002—First Source logged in request to redo trusses and engineering for new codes. Although our plans were submitted before the new code went into effect. Don Ford requested Coppenbarger Homes to meet new codes. Plans did not pass "Old Code" 1997 SBC May 13, 2002—First Source revised structural and trusses for Margo Marshall house to meet new state building codes. Waiting on Margo for drainage info to resubmit all comments. June 18, 2002—Architect redraws site plan with elevations on it. June 21, 2002—Resubmitted plans to Pat Harris that addresses issues from April 24, 2002 fax. Pat Harris said she would forward information to public works. June 21,2002—Reviewed plans. Wait for Tree Board application and public works approval. Week of June 24, 2002—Bob Kasole rejected drainage plan. Salesman was contacted with comments for Margo needing additional site information. Lucy got with Margo and they hired ACM Surveying, Inc. for site work. July 23, 2002 ACM Surveying submits their drainage plan information directly to public works. July 30, 2002—1 called Bldg. Dept.to see if everything was ok. Plans not back from public works yet. August 5, 2002—1 called public works and not ready yet. Week of Aug 16, 2002—Bob Kasole said he would look at plans. August 21, 2002—I received notes by fax that information provided by ACM was not the information that Public Works really needed. Margo contact. Margo hires J. Lucas& Associates which Bob Kasole recommended. August 29, 2002—Tree survey submitted to Pat Harris Atlantic Beach Building Department. No survey found. September 12, 2002—J. Lucas&Associates delivers a lot grading plan directly to Public Works. Week of September 16, 2002—1 call directly to Bob Kasole several times about when he would be done with his review. Mr. Kasole told me to quit calling. The more I called the slower he was going to go. Mr. Kasole told me other people have called about this permit. Please have them quit calling. September 23, 2002—permit issued. ti October 24, 2002—Don Ford rejected private inspector letter that I had submitted. When I called, Don Ford said they were not a busy building dept. and that there was no need for Coppenbarger Homes to use private sector. Did not submit information in compliance with Florida Statute. November 5,2002 —Stop work order issued. MINUTES OF TREE CONSERVATION BOARD January 8, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, January 8, 2003, in the City Hall Conference Room. Present were Barbara Mears, Bill Permenter, Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:00 p.m. 2. Recognition of Visitors 3 Approval of Minutes of Meeting of December 11, 2002,_ and December 13, 2002 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to approve the Minutes of the Tree Conservation Board meetings of December 11, 2002, and December 13, 2002, as written. 4. Old Business A. Tree Removal Application Form: Deferred to the end of the meeting. B. Action on Mitigation for 358 19`h Street: Deferred until later in the meeting. C. Tree Removal Applications: 1) 1860 Francis Avenue: Mr. Craig Burkhart introduced himself and stated that he was representing Habitat for Humanity. Mr. Burkhart explained that he would attempt to save the 31" pine, the 36" pine and the 25" pine located in the proposed retention pond by building an island. Building Official Ford stated that he reviewed the lot and did not find any discrepancies with the survey. The Board reviewed the survey to determine mitigation. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 506" of pine, to be mitigated on site with 349" of pine. B. Action on Mitigation for 358 19`h Street: Mr. George Paspalaris with Coppenbarger Homes introduced himself. He proposed that Coppenbarger Homes hire a professional landscape for landscaping architect to design a landscape plan and use the mitigation fine of$4,550=tg: the site instead of paying into the Tree Fund. In addition, he proposed that they bring the landscape plan to the Board for their approval prior to installation of any trees. Board Member Shaughnessy clarified, and Mr. Paspalaris concurred, that the-fe�fm-thcr +mrdstape-wrhitEct-wouht not-beinchrdetl-in-the-$4;5-5fr* Building Official Ford proposed that the Board give Mr. Paspalaris a list of trees from which to choose. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried that the Building Official lift the stop work order on 358 19`h Street contingent upon receiving plans prepared by a landscape architect, which *$4,550 fee would be used for trees only and not shrubs, plants, etc. , or the landscape architect fee. s low MINUTES OF TREE CONSERVATION BOARD January 8, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, January 8, 2003, in the City Hall Conference Room. Present were Barbara Mears, Bill Permenter,Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:00 p.m. 2 Recognition of Visitors 3. Approval of Minutes of Meeting, of December 11 2002 and December 13 2002 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to approve the Minutes of the Tree Conservation Board meetings of December 11, 2002,and December 13, 2002,as written. 4. Old Business A. Tree Removal Application Form: Deferred to the end of the meeting. B. Action on Mitigation for 358 19`h Street: Deferred until later in the meeting. C. Tree Removal Applications: 1) 1860 Francis Avenue: Mr. Craig Burkhart introduced himself and stated that he was representing Habitat for Humanity. Mr. Burkhart explained that he would attempt to save the 31" pine, the 36"pine and the 25"pine located in the proposed retention pond by building an island. Building Official Ford stated that he reviewed the lot and did not find any discrepancies with the survey. The Board reviewed the survey to determine mitigation. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 506".of pine, to be mitigated on site with 349" of pine. B. Action on Mitigation for 358 19`h Street: Mr. George Paspalaris with Coppenbarger Homes introduced himself. He proposed that Coppenbarger Homes hire a professional landscape for landscaping architect to design a landscape plan and use the mitigation fine of$4,550�a e�tion the site instead of paying into the Tree Fund. In addition, he proposed that they bring the landscape plan to the Board for their approval prior to installation of any trees. Board Member Shaughnessy clarified, and Mr.Paspalaris concurred, that the-feeTfta-the +andsrage-arcvtwmoultnotim imhnted-in-the-$4;5.5tY.'* Building Official Ford proposed that the Board give Mr. Paspalaris a list of trees from which to choose. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried that the Building Official lift the stop work order on 358 191h Street contingent upon receiving plans prepared by a landscape architect,which *$4,550 fee would be used for trees only and not shrubs, plants, etc. , or the landscape architect fee. .w Minutes of Tree Conservation Board January 8, 2003 Page 2 plans would include 1) 39" of trees to be planted on site; and 2) trees to be chosen from an approved list of trees provided by the Board. 5. New Business A. Tree Removal Applications: 1) 208 Belvedere Street: Deferred until later in the meeting. 2) 394 9th Street: Deferred until later in the meeting. 3) 1215 Seminole Street: Mr. Adam Militello introduced himself and thanked Building Official Ford for his guidance through the tree removal permitting process. He stated he would prefer to pay mitigation into the Tree Fund since it would cost him more to plant 4" oaks on his property. He also requested that he have until the issuance of the Certificate of Occupancy to pay into the fund. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of a 27" live oak and a 25" live oak to be mitigated with 26" to be paid into the Tree Fund at$117 per inch at the time of the issuance of the Certificate of Occupancy. 4) Part of Lots 8 and 9, Block 1, Ocean Grove Unit 1 (corner of Dewees Ave. and Beach Ave.): Mr. Brian Platock addressed this application. He stated that he would attempt to relocate the 7.6" live oak. In addition, he stated that they would not remove any trees for the walkway, that they would work around them. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 20.6" of palm to be mitigated with a 21" palm on site. 5) 435 Atlantic Boulevard: Mr. Wade Olszewski and Mr. Mike Urchuk of CPH Engineering, and Mr.Tim Darnall of McDonald's Corporation, introduced themselves. Mr. Olszewski summarized for the Board the building permitting process that occurred and explained how the trees were inadvertently removed without a permit. He stated that they have revised the landscape plans to include sabal palms, chordgrass and indian hawthorn to tie in with the landscaping at Town Center. Board Member Shaughnessy suggested that crape myrtles not be planted because they were not considered trees. Mr. Olszewski advised that they removed 76" of oak, 50"palm and 5" of spruce. The Board determined that they would not require mitigation of the 5" spruce and, since only 10"of palm removed was protected, they would only require 10" of palm to be planted back on the site. The Board corrected the Existing Tree Legend to reflect the correct trees that were removed. In addition, the Board requested that the wax myrtles located in the back of the lot not be removed. Mr. Olszewski read a letter from Mr.Bud Kuthan, Owner Operator, dated January 8, 2003, attached and made a part of these Minutes. CITY SEMIT NO E ROAD CH ATLANTIC BEACH,FLORIDA 32233-5445 Is1 TELEPHONE:(904)247-5800 r FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us r J131�� January 9, 2003 VIA FACSIMILE Mr. Ron Coppenbarger Coppenbarger Homes, Inc. 7700 Square Lake Boulevard Jacksonville, FL 32256 Re: 358 19'' Street, Atlantic Beach, Florida Dear Mr. Coppenbarger: At the Tree Conservation Board meeting of January 8, 2003, the Tree Conservation Board moved to allow the planting of 39" of trees from the enclosed Recommended Tree List to satisfy the mitigation requirements. Coppenbarger Homes is to provide a landscape plan prepared by a licensed landscape architect prior to the planting of the trees for the Tree Conservation Board's approval. Further,the Tree Conservation Board lifted the Stop Work Order on the property as of 8:00 a.m., January 9, 2003. S it`eN ly, Don C. Ford, CBO Building Official Enclosure 1 . I�a t RECOMMENDED TREE LIST Atlantic Beach Tree Board These trees are recommended for North Florida if appropriately sited, planted, and cared for. Note that salt and drought tolerance varies. All trees, including those condsidered drought tolerant, require regular watering for at least one year. *American Holly (Ilex opaca) Evergreen, 50 to 100 feet tall, salt tolerant, low drought tolerance, red berries in winter. *Bald Cypress (Taxodium distichum) Deciduous, up to150 feet tall, salt tolerant, wet soil. *Dahoon Holly (Ilex cassine) Evergreen, to 40 feet tall, salt tolerant, wet soil, red berries in winter. Drake Elm (Ulmus sp.)Deciduous, to 50 feet tall, not salt tolerant, not drought tolerant. *Eastern Cottonwood (Populus deltoides) Deciduous, to 80 feet tall, moist soil, salt tolerance unknown. *Florida Dogwood (Cornus florida) Deciduous, to 40 feet tall, low salt tolerance, not drought tolerant. *Laurel Oak (Quercus laurifolia) Semi-evergreen, to 75 feet tall, not salt tolerant, low drought tolerance. *Live Oak (Quercus virginiana)Evergreen, to 70 feet tall, salt tolerant, low drought tolerance. *Loblolly Bay (Gordonia lasianthus) Evergreen, to 70 feet tall, not salt tolerant, moist soil. *Longleaf Pine (Pinus palustris) Evergreen, to 120 feet tall, salt tolerant, drought tolerant. Loquat (Eriobotrya japonica) Evergreen, to 40 feet tall, low salt tolerance, not drought tolerant, bears edible fruit. Pecan (Carya illinoinensis) Deciduous, to 100 feet, not salt tolerant, not drought tolerant, produces edible nuts. *Pine; Sand Pine (Pinus clausa) and Slash Pine (Pinus elliottii) Conifer, 70 to 100 feet tall, salt tolerant, drought tolerant. *Red Maple (Acer rubrum) Deciduous, to 80 feet tall, low salt tolerance, moist or wet soil, fall color. Red Cedar (Juniperus spp.) Conifer, 50 to 100 feet tall, salt tolerant, drought tolerant. *River Birch (Betula nigra) Deciduous, to 60 feet tall, not salt tolerant, moist soil, attractive bark. *Sabal or Cabbage Palm (Sabal palmetto)Evergreen, to 90 feet tall, salt tolerant, drought tolerant. *Shumard Oak (Quercus shumardii) Deciduous, to 100 feet tall, not salt tolerant, not drought tolerant. *Southern Magnolia (Magnolia grandiflora) Evergreen, to 100 feet tall, salt tolerant, drought tolerant. *Sweet Bay (Magnolia virginiana) Evergreen, to 75 feet tall, not salt tolerant, moist or wet soil. *Sweet Gum (Liquidambar styraciflua)Deciduous, to 75 feet tall, salt tolerant, not drought tolerant. Sycamore (Platanus occidentalis) Deciduous, to 100 feet tall,. not salt tolerant, low drought tolerance. *Tulip Tree or Yellow Poplar (Liriodendron tulipifera)Deciduous, up to 100 feet tall,not salt tolerant, moist soil. *Water Oak (Quercus nigra) Deciduous, up to 75 feet tall, not salt tolerant, not drought tolerant. *Winged Elm (Ulmus alata)Deciduous, up to 50 feet tall, not salt tolerant, not drought tolerant. *Native tree Not Recommended for Mitigation: **Camphor Tree(Cinnamomum camphora) Invasive evergreen tree. Crape Myrtle (Lagerstroemia spp.) Wonderful flowering plants, but not all types are capable of achieving tree size, many dwarf and semi-dwarf varieties sold as "trees." **Cherry Laurel (Prunus caroliniana) Evergreen tree is weedy and invasive, often does not reach tree size. Redbud (Cercis canadensis) Beautiful spring flowering specimen, but does not always reach tree size. **Chinese Tallow or Popcorn Tree (Sapium sebiferum) Invasive and illegal to sell or propogate in Florida. **Chinaberry (Melia Azedarach) Weedy and invasive. Citrus (Citrus spp.) Satsuma, calamondin, and others often do not reach tree size. Fringe Tree (Chionanthus virginicus) Beautiful specimen but often does not reach tree size. Glossy Privet (Ligustrum lucidum) Does not reach tree size. "Golden-Rain Tree (Koelreuteria elegans) Colorful, weedy tree is very invasive. **Wax Myrtle (Myrica cerifera) Evergreen shrub often pruned to a single or multi trunk specimen does not reach tree size. Weedy and invasive. ** Considered undesirable for planting anywhere in Florida by the Florida Dept. of Environmental Protection, Bureau of Invasive Plant Management. Seeds of invasive trees are spread to undeveloped areas by birds where they force out existing tree canopy. (TREE LIST Att Bch 03/01) 800 Seminole Road Atlantic Beach,FL 32233 Phone:(904)247-5826 City of Atlantic Beach Fax:(904)247-5845 Fcvc To: Mr. Ron Coppenbarger From: Don Ford Fax: 363-1994 Date: January 9, 2003 Phone: 363-1414 Pages: 4 (including cover page) Re: 358 19`h Street,Atlantic Beach CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle *Comments: [Click here and type any comments] HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jan 09 2003 10:45am Last Transaction Date Time Type Identification Duration Pages Result Jan 9 10:44am Fax Sent 93631994 0:57 4 OK 01/2. ',/2003 06:13 2473521 BISSELL PAGE 01 10/01/2002 04::11 �JU4.�"1 jozi CIT�' OF E: BL//LD/ NT/C BEACH & ZON/NG Notice to Building 0171clal 9 A'. "I GLA; Use of Private Providcr FEB 0 2003 E3 Y.- Project Name: 35 9 jqt" Parcel Tax ID: SRevie\'- .,er\,ices it)he provided: Plans Now. If the notice applies to either private plan review or private inspection services the Building Official may require,at his or her discretion,the private provider be used for both services pur!luant to Section 553,791(21 Florida.Statute, Gc� --- --om the fe r,Kffirm I have eArWirito a contract with the Pinata Provider iridicawd bellow to conduct above Addresl- lAi4olq -6 *27 -- I - Telenhone: _a !7%F4x. CID&I I Florida License,Registration or Certificate 0: [ have elected to use one or more private providers to provide building code plans review andior inspection services on the building that Is the --ubje�:t of the enclosed perroit application. at authorized by ,s. 553,791, Florida Statutes. I understand that the local building official may not review The plans submitted or perrorm the required building inspections to detemine conViiance with the applicable codes- except w the exte-I! 1pecirled it 'Sairl law. Instead, plans review and/or required building inspections will be .pei-forined by licensed or certified personnel identified in the application. no law mquires minimum insurance requirements for such personnel, but i under rad that I may require more, Inskirante in protect my ititerests-By executing this form,I acknowledge that J have made inquiry regarding the competence of the licensed or certified lwonnel and the level of t1irly Mautance and am satisfied that my taterests are adequately protected. ( aster to . ijdeemntfv, defend, and hold harmless the local government. the )local, building oM-cial, and their building code enforcement personnel from any and all claims arising from M) usc of these licen,5ed or certified personnel to perfb-m building code inspection services with respect to the building,that is the.5u5je-zi of thi,enclosed pemilt app(icatiQn I understand the Building Wficia[ retains authority_to review plans, n3ake required inspections, and entoret the applicable codes wftlljn h:% or her Charge pursuent to the standards established by s. 533 791, Florida Statutes, If I make any charges to the listed pnvate providers or the service,, to be provided by '6b03e J'WiVatg pr0'.ider.4, 1 shall, within I businei5 day after stay change, update this notice to reflect such changes. The building plans review ander Inspection IfIvices provided by the private provider is limited to building code comphatice and does not include review for fixe code, land use. erivirm.merital or other. cc-des. I of 2 Received Time Jan . 24- 5 : 29PM 01/24/2003 06:13 2473521 BISSELL PAGE 02 Y. The rollinvvirig attwhmopmare provide as required- 1. Qualificaticvn stalervients and/cis- resumes of the private prot.ider and Qj1 duly authorized reprew-wativirs, 2. Prc)of of msuranot For professional and compreherisivc liability in the awount of S). mithon Der welurranc.e relating to all services perfornwd as a pri-vate provider, including tail coverap-im for a juipinjutr of 5 years jubs .equent to the perfortimince of Wilding code.inspection sets set. &2� Print Comonn"MITIC Print Partneri 1p 141im 4'Xiure) Ptinl ptint N Vine: Name: FM2! " Newu ,Address- 24'cA — NV': pkimse use appropria!F notit block STATE 0 FfC COUNTI , " Individual Corpratlon Parmersbip Berme mo,thil ✓ Y d&yr of J;f('6 . 'f#Mq?thj&__ day C. Before me.Thu &Y ui---,20__,persoriallY personally ttpp--cia rod ^ oppe-od who"61ruwrj lk-fumSutag instriMf parmer/Agent on behalf o'!, and wore nit jhw sAme a was eXecuted tur tht purposes therelt) corporation,m a partwersb1p,who exe,7uteri the cxrrassed. i;w"K"Tthe IWO why liorepiq iratturnent and sckriow1qtd&r-d executed the foram(mg i(wrim 1"i:wd tii*�'mv Me that Ulm Wes IrArs-lifeJ}qtr ocknowtc,ijimcd hefory nw ww,%m,-was the T1po4ei theftivt exp"Ased, oxecufft)fm thqpurpm.r.5 therein Abroon(JI),known or Prod:,.-Ad identification pr of idemi0cmion produced aw OrNplarY Print Name ary Public.NOTARI/,STA%AP IDELOW' JOHN RICHARD LYNADY, JR. Notary Public- State of Florida mycoyewdonEjOwvase 13,2006 Commiatilon # D0076330 2 of 2 Waded By NaMinat Notary Asan. Received Time Jan . 24 . 5 . 29PM 01/2412003 06:13 2473521 BISSELL PAGE 03 .. ti �Q02 1U.2��01 VE 15:18 FAX 219 266 4533 Dtiug'•)enet ,>dalns RE c WED � OCT 2 5 2001 rain 11u•9 . . .• • Request for Taxpayer COMPUANCE p b form to the IRty,Dectrnber:goo) identification Number and Ceriificatio4ACKWW quester• o°^at - acp.wxra u W•e Traa+ry send to the IRS•;:. NLrre(;eo Specific Instructions an pboe 2.) M1.Ck�aEl 'Q i SF11 liuylnu,unarno,if al Ent fro-siUov.(see spricwc instructions txpage 2,1 � "fit�SEu ht -ts 4 A • . . . . , ; Check aPprpr:ate box: ❑ IndivlduallSota fxaPhator xCorporotion Partnership Other ► ...,...___ Adurtc]:s(number,Street,ano alit,or Stete�nlo,) gr)ottest6r's name end•ddr•st(optonatl ARVIDA/a St.Joe ComoanY 7. City,stats,and 21p cane 901 13rookhavon or. �ti��E �BC�• �; 3aa � . . • S.t.Au�ttstlrvc,FL 320£2 - �jz"3 YT identification Numbed' (TIN) list account number(flora(optlonatt Enter your TiN 1n the Appropriate box. Ft)f Indiviclualt,tills is your social security number goctal security number " PSN),However,for a resident alien.sole proprietor,or disregarded antity,see the Part 1 instructions on pago 2. Fer othtf entities, it is your Fol U.S.payees Exempt From :-4;.,.r iucr,tilitzlon numcer(EIN),V you do not or Backup Withholding(See the have a number,sae Now to get a TIN on page 2. ' Er* to er id•ntl,tcation number Nato: if the account IS in mora then one name, see Jp " Instructions on page 2,} tale Chart on page 2 for guidelines on Whose number `� `"� 138 G to erlfi r. Certification Under ponahies of perjury, I certify that 1. T(,0 number shown on this form is my correct taxpayer identification number(or I am wetting for a number to be issued to me), and 2. 1 am not subject to backup withholding because;(a)1 am exempt from backup withholding,of(b)1 have not been notified by the Oternul Revenue Setvica (IRS)that I am subject to backup w(dtholding as a result of a failure to report all Interest or dividends,or (c)the IRS has notifiod hoe ttat I Om no(Unger subject to backup withholding, and 3. 1 am a U,S,person(Including a U,S.resident alien). Cenifieotion instrvctlons.You must cross out item 2 above if you have been notified by the IRS that you are crlrrently subject to backup withholding becausir yaw have fallod to ropon ell interest and dividends on your tax return.For real estate trunsactions,its 2 does nor apply. For mortgogc interest polo,acqulslllon or abandonment of secufed proporcy,cancellation of rlebt , contributions to an indivl ual ieliferilent orrrngcment(IRA), and generally,payments othor than WareSt and dividends, yqu are not required to sign the Cdrtificotlon but you must rovide your correct TIN,(See the instruc• on pogo 2.). Sign Signature or O ore U.S. erson ► Date ► Purpose of Form Whet is backup withholding?Persons making S.You do not certify to the retivesior the(you A person who is requlrtrd to file an information certain poyments to you must withhold and pry are riot subject to backup withholding under 4 return om tilt INS must tet our correct 10 the iRS 31%of such pijyrnents under certain above"(for r0portd a4lo Interest and divirlel, Y conditions,This is Ballad"backup w1chhoIoIm9,',,'; :.accounts opened after 1983 only). taxpoyer ldentificatlon number(TIN)to rvpom for payrnomrs t11at may be svbjeet to backup example,income paid(o you,«tel estate Certsln payees and payments arc oxempt vornactions,mat a e Interest our ofd, Wlihhoitling rnchtde Interest,d;vidonds•broker from backup withholding,See the Plitt 11 9 9 Y p and boner exchange vansaalons,rano, btructions and tout separ+ta instructions for OCqulsiUan or abentlonmant or secured properly, in .;raya101•s.nongmployoo ply,and certain" ' cancollstion 4r debt,at contributions you mode •r pans from nshing boat operators,Real " the Requester of form W-% to an IRA, tSttte treflUctions are root sur eco to backup Use form Wt only if you are a U.S.person withholding, Persalt f?S g' g y .... •' Failure to furnish TIN.If you fail to furniM yovr (including a resident al)Cn),to Iva our coneC[ H you Live tilt rrqueSUr your correct TIN, TIN to the person rfgtrusting it(the trquester) make tho proper cenificatlons.and report all Correct TIN to a requester,you are Subject to a. •' and.whcn applicable,to: penalty of$50 for eacn Such failure unly s your I. .,your ta,tabW Interest and dividends on your tax failurot is due to reasonable cause and not to 1.Certify the TIN you aro giving is coned Cor fe UM payments you receive will root be subject . willful ntgloct. you art wair;ng for a nurnbtr(o be issued), to backup withholding. payments you receive will be subject to backup withholding if.- Civil penalty for false inrorroatlon wills respect 2.G9rtAy you ala net subject to backup to withholding.If you make a false swtemeni tViU,haltllnq.a 1.You do rot;:furnish your YIN cc the y,.(th no reusonoA!t basis that ro:Wits in no 3.Claim exemption from backup wlthhrldlng if nquestar, lir backup withholding,you oro subject to.$300 you Aro a U.S.oxempt payee. 2.You do not cenity your TIN when rvquirea penilty. If you are a foreign person,use the (lea the Dart iII;nsvuctkns on page 2 for Criminal penalty for falsifying m Me, information, appropriatt tere,sae Taudotaas,a W11101),b.515, ) W11101),fah,fyino eattifiratitxrs or altinnations withholding o:Tax on Nonresident/hien$and 3•The IRS tells the regtivmrr that yar may suCj!cc you tv criminal prnakis Including Foreign Corperations. furnished en incarrect TiN,or tines anc!rr imprisonment, ,,i,: •;,;;_', IPS 1- I'Suse of TIN$.If the regve;ter dlscsp;as Note.It.'tiDeri aster glues you a farm other 11wit e.The IPS toils you that you are"subject to Form Ir/•9 t7:,/quest your TIN,you must use the boeinln withnoloinq because vrw aid mt fecart tr%es P.i�s vroLrt-V,,of fec^fol la"',Thu fccves!ers rc m if it rs cLbstanrtlrly aim:.fir tp r,"IS Loi ycuf Intere5r tiro C:viaana,cil yocr tax rIe<um rt+t`,•,}o5:er n-ov be suCleci..`..'vu one c!irrom -^ren:Y� (Icarr;;..,a^....,:err.sterr. ...n,Ln;c �nn•I o- o' , Randall K. Tredinnick, CIC,,j ,.Gl,�' r I ACORD 25-5(7,'97) Randal CORPORATION 1988 Received Time Jan •24• 5: 29PM PM= 01/24/2003 06: 13 2473521 BISSELL PAGE 04 11-20-2001 Jeb Bush Governor Mary B. Hooks q� Secretary STATE OF FLORIDA DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY DIVISION OF WORKERS' COMPENSATION Compliance Unit 2012 Capital Circle Southeast Hartman Building, Suite 209 Tallahassee, FL 32399-2161 NAME BUSINESS BISSELL ARCHITECTS ADDRESS 2449 SOUTH 3RD ST CITY JACKSONVILLE BEACH STATE FL ZIP 32250 THIS CERTIFIES THAT THE INDIVIDUAL BELOW PURSUANT TO FLORIDA WORKERS' COMPENSATION LAW, CHAPTERS 440.04 AND 440.03 F.S. HAS FILED THE FOLLOWING FORM(S). certificate of Exemption of Coverage Under workers ' Compensation Law (BCM _.207) NAME MICHAEL S BISSELL TITLE EFFECTIVE DATE WITHDRAWAL DATE PRESIDENT 10/26%2;001 N/A PHONE (850) 488-2333 TDD 1-800-966-8771 -- VOICE 1-800-953-8770 Received Time Jan - 24 , 5 : 29PM all 01/24/2003 06:13 2473521 BISSELL -PAGE 05 _wC11 K. rowan • U0 Vag*., 'VV1-DU4:"- _ACORD CERTIFICATE OF LIABILITY INSURANCEDATE(Muf100" �_ - ----- -- --- L10/04/2002 (904)353-3181 FAX (904)35 3-5722 THIS CERTIFICATE 15 ISSUED ASAA MATTER OF INFORMATION Cecil W. Powell & Co, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Drawer 41490 HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 219 Nev+nan 5t. -"— Jacksonville, FL 32203-1490 INSURERS AFFORDING COVERAGE xv3uriku-g ssell Arcnttetts,"-P:'A: N;t,�rc•� Queensway Intl Indemnity Co 2449 South 3rd Street r),IJPER6 Lloyds of London .1acksonvil l e Beach, Ft, 32250 f)SUPER C rJ'.aY'�rr�COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED 1'0 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERMOR CONPIT,ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO AL:THE TERMS.EXCLUSIONS ANC CON01IIOIJS OF SUCH P'OUCIES.AGGREGATE LIMITS SHCVVN MAY HA'✓'=BSF.N RFF)1K-rr)P.Y PLID f'Ld;NS. I nP _ ..._NC' _..OLIC ...._. _. 'PI}CIC�EFFECThE aALICYEk►gt'+OPI _.. .......... .....---.---- fR fiPA _ DRTr(NwDO/W! DATE �INIDD _ __ LTR EO�IN9 VRANClI � POLI^_Y UUAIpiR LIMITS G(jNAjR►LLAEILm' PFL409341900 10/02/2002 101OZ12003 c■.�• :FST;": i 1,000 00 : r�-�r, ,ep_I;,; }:!.�cf-'AS,uF'�'T' I 100,00( �� n,N-�Y i 000 0 PEP 1,000, PEN 4F'Irl r.rfE'ri icLM'f A�PLIE= — hGI;CLL^T�..CQAc.nF A Wit,• f 1,Q00 ION 1`xp-r f I AUTOAICEILELABILITY AL i�jAILS L W A'J S I :.^HF r A IF 17,ho,V,t iFvr ly.,Iy 64p11"A•:kIF'r •J;+4;vrtIEC Ll T, ! OARAGGLIABILt1Y r.Ji Ai IT.j E_I,,, AUTO•;T:Lt �i,, t EXCIIISOUABILITY CACI:•:.•.r;.WF4N'.0 T C,EI?L✓rr,c I t R=-F ,VY NI 1 ; WORKERS COMPENSAT:ONAND ( - EMPLOYERS'LIABILRY TORYIIlT" ER ^ ! E.Crk>SE.Ea=�Wvj�EE S i k_[15E; E P 1LIC:rLIN IT = -- OTHEBsional MCP 1438 02/23/2002 02/23/2003 Limit $1,000,000 B Liability I Deductible S2,500 DESCRIPTION OF OPER47IONSILOCA`iON$fVEWIDLESIP NCLUSIOUS ADDED BY ENDORSEMENTMg FCJAL PROVISIONO blimit Professional Liability - Directors & Officers liability limit SSO0,000 (Deductible $5,000) CERTIFICATEOLOER I ADDIIONALINSUREO;B4sURARLMNA: CANCELLATION SHOULD ANY OF THE ABOVE Di9CRIBED POLICIES 8E CANCELLED BEFORE TKE EKPIRATCN CATE THEREOF,THE ISSUING CCNPANY WILL ENDEAVOR TC MAIL 19_DAYS WRITTEN NOTICE 10 THE CERTIFICATE HOLCER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE S4ALL IMPOSE NO OBLIGATION OR LIABILITY Of ANY RIND UPON THC GOFIFANY,ITS IDENTS OR F(EPRESENTA uotti, AUTHORIZED REPRESENTATIVE Randall K. Tredinnick ACORD 25-S(7x'87) OACORD CORPORATION 1 SO$ Rcccivcd Timc Jan - 24. 5 : 29PM 01/24/2003 06:13 2473521 BISSELL PAGE 06 Ae Sunshine Sfule FLORIDA AUTOMORILF LIABILITY IDENTIFICATION CAF tc.. LOCOMEMA.WR ECONOMY PREMIER ASSURANCE COMPAI B240-557-42-221-0 MICwMEL s Waatil.L Q 130 WIEST ENO LME APT�Ot 6��I�9 6 0 3 0 L D l 3'"5 0�DE E f�"1�IS 0 0 PONTY VFMA RCH,FL.12oe2-1r, P[p$ONAI, INJURY PROTECTION BENEFITS BODILY W MDAT! WX NOT REIT tlNOORE! AND PROPERTY DAMAGE LIABILITY INJURY 04`2142 M Lal NAMED INSURED IFJWI"S 01yLICJITT owal-W 0040-00 MICHAEL BISSELL ORGAN DONOR '[I IME ORWR YEAR MAKE VEHICLE IDENTIFICATION NUMBER "00"0"101' at A mebr w11kM oonMMNa ealaant b any SeMfely tMt regUllrA by law X990 NISSAN JN1HS36P7LW111111 ---' ^'"'"'""^ NOT VALID MORE THAN 0 6 MONTHS FROM EFFECTIVE DA .dR'S COPY FLORIDA VEHICLE/VESSEL REGISTRATION CE1,:Y. ,(ATI- :iUll• FI�1't 1111./ .._...._...-..___.......� �...._w.. .. .. C:rNIY ACIvwMT��p�..__..� J'AL.QI.57.>;./ _.. .. � SAS II�Lh�•a i•M'1`N147y INSURANCE N Slf) NI CUIINVY a ,n. -- OC I Illµ ImInN'+�u � yiI Iar,Nc turn � ewinr 7b��i 1. ��y :. 1,'n� :,ar ru W A7F NUMBIH OR Fl( DECAL NUMSFR ,I, a r r"+ PAY YN. °P" 51326901 M 06 2 42 Q6 Q1 l RR �=❑ v ` Z.d LQ� 2 L0 CI�&3�^_.-. TITLE NUM9ER VEHICLEJVESSEL IDENTIFICATION Jr YR.MAKF- MAKE W MANUFACTURER 10Y(TYPE GIA$$ WTrLENG'1'H GVW/10 4ea� 5>35 C6P7 8 ] N �V M HtA.I.MATERIAL f ROPUI,'10N FU VES5E E VnaaEl rrr WATCn vcrn C C2Lon WNER F DLk OR F&1 — _ _ _ -° _--- � 1 L�wnerMMyruaN's No—d NAnese ... ..... 2n ERF LN R UNI MICBAT'-t S BISSEIS. 130 WESTEND LANE 606 VOLUNTARY GONTRIRUTfC PONTE VEDRA BEACH, FSI 32082 C0............. HEWY wCHICLE T s ray r �z N Y .i^J_I:ii Rnn I'iFFT01110'n I�g� �IMvn r O Q�� 3 1.60 ?.7 5 `.--__ �.— Received Time Jan ` 24` 5 ; 29PM 01/24/2003 06:13 2473521 BISSELL PAGE 07 -------------- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION SEQ#Loa1a19oo52a BOARD OF ARCHITECTURE & INTERIOR DESIGN The ARCHITECT Named below IS LICENSED Under the provisions of Chapter 481 FS. Expiration date: FEB 28, 2005 BISSELL, MICHAEL S 2449 S. 3RD-ST. JACKSONVILLE BEACH FL 32250 JEB BUSH KIM BINKLEY-SEYER GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Received Time Jan . 24. 5 : 29PM 01/2412003 06:13 2473521N r BISSELL P � NOTICE OF ELECTION TO BE EXEMPT Plum•; >..Ier to the written instructions prepared by the Diu•ision of Y�'orkers' Compensation befort completing this form. Effcenvcns,ue Date By 11ting tali ap111i"600, you elect to be ejewpt frotn the provilious of Cbaptcr 440, Expiration Date -^ Florida Statutes and cure any rigbt you may have to workers' compeasadoo benefits in the State of Florida should you btcome Ittfored on the Job. Any person w a kno yinixly and Googol Norther 4 �►,}�i L(ent to )niure� f d or dem- The Aivbigoor e x emp10 tri emp4or. , or f'os ujc lc. rysvrsace come or�urposes t,roeram roles ■ Notice of le!jjoo to beExemg, r1 teinin4 orty felMe ortad n Inforruetfo■ is &u'_r7 of a felooY of the third degTeo, Certain documentation is required bs law to be anached to this application-refer io the Rei Lived Datc instruction sheet for more det"t, I am apflying fD-ei<emphon as a(check only opt box in this sectton)- ^� -[Vn CONSTRUCTION INDUSTRY (it 50.00 FEE REQUiRLD ) REC C ❑ Solt Proprietor ❑ Painter E Corporate Of icer (your corp. tide: — ) ��T 2 5 2001 VON-CONSTRUCTION >NOUST Y ( NO FEE REQULRED ) ^� o C (your co orate Officer _ CORPORATE OFFICERS AND PARTNERS: List the rcgistrepon number of your business on file with the Oe;t(vtmert of State's Office(NOTE- your P&MEP31hhip troy not have one,but all corporshont must Aave one If your s1ijn� doesn't have �J�L opt:.Ytate "M�4"l. U THIS EXICMPTION APPLICATION APPLIES ONLY TO THE H RS )N SIGNING THE APPLICATION AND FOR THE BUSL'NESS ENTITY LISTRI) IN THE FOLLOWINGSECTION dustncss franc, Trade None;ti /l(1 b/i;or oe: ffBusine6>Mailing Ad I `L`LState L County. Phon No.: Nature ot8vsiness: 7FEiW-__1- Unemployment Compertu onpate Business Established: ov 22 2� ,q�` No of Tax N j Arc you rcgtrired to be cxgistercd or cenifiod pltnuant to Clwpter 489,F. S.? Na es: list t)�certified or rc licenses issued to you pursuant to Chapters hapter 489, Florida Statute � �tcred ---�_'_lam IQ(off Are you or a qualifier for your business required by the county or the municipality in WNcb located to have an occup4onat license for the business which is the subject of this appb atiun?C] No ss aYes$ address is YOU MUST AT7ACH A COPY OF A CURRENT OCCUPATIONAL LICENSE _ Are you employed by sale roprietorship,partnership, corporation or business entity other than the business to which chis application applies?[ NO U YES list the name of ill other businesses in which you are Employed- I AFFIDAVIT OF APPLICANT; E hereby certify that the Information coataioed herein is true and correct to tat best of my knowledge And belief; tbat this&!*chop does not exceed exemption litnits for corporate oMcers or partoen as provided in §440.02 Florida Stetutee; and that l wilt secure the payrnent of workers' compensation "pts, pursuant to Cbapter 440, Florida Statutes, for any employee I now h Ir ttMay hereinafter acquire, for which roy buslntss is required by Florida law to secure such benefits. 1trL1rturvr,NA. o rjRSon Ar rINC FOR EXEM-Frlo.� M t L' �✓ g ,VL, inept.SECtrtury No- mo. day yr. DVrE OF BIN 1'1( rvuC�tv�''S 91C� LURE — -- -- — ---- �.�-- I OTARY STATE OF FLOWDA,COUNTY OF DATE sIG4e1) -Wr to and tubscnbed bcrore wie thf$ as'�y.,f ►sonsliy Known___ Y roduced tdcnofication �Type or Idenufic4ition ProCu;cd )T.^RY SIGNATtJRl:'� - t� My Commwtvn Exp ircs ICt:'c {..� 10J`rA Received Time Jan - 24, 5rc �: 29PM :S FORM BCM-250 Revised September. 2001 ` ': A�VCOF.(Micanu. 0112412003 06:13 2473521 BISSELL PAGE 09 !STATE) FL INSURANCE IDENTIFICATION CARD COMPANY N�mgjp COUPANY 40642 economy Premler Amur Co POLICY NUMBER [rMTWE DATE EAM9XION GATE ,:�; 1�;;:;r ad91a9aa1aa 0WON2002 0)!03!?007r;9 'A'cyt,.::p^y;.:;...,..; 2002 CHRYS EPJPT CRUZ 9CY H ' I(4 PPII AOENOV/COWANY IWIVNG CARO Mj Haynes,Peters A Bond Co. 1049 May Street (004)960-1077 I . jacksonAle,FL 31144-4080 I�:CUgGO PERYQNAL4INJURY PAOTIlCT10N - PAOPlFrY0AWA9"ILITY MICHAEL WSSELL aQ 2449 SOUTH THIRD ST ® a�r IruuMY uAovrr ,JACKSONVILLE 6EAC,FL 32200 SEE imPORTANT NOrfOr ON REVERSE 9V I Rcccived Time Jan - 24. 5 : 29PM 01124/2003 06:13 2473521 BISSELL PAGE 10 art of certificate provisions (l;orm SLC-3 USA). 'This Declaration Page is attached to and forms p Certificate No. HCP 1664 I.�.. 98 Previous No. 1ACP 1438 Authority Ref. No. PIHa 1 Name and address of the Assured Bissell Architects, P.A. (I 2449 South 3rd Street Jacksonville Beach, FL 32250 '.; to February 23, 2003 2 Effective from February 23, 2002 both days at 12:01 a.m. standard time Percentage _ 3 Insurance is effective with certain - 100% UNDERWRITERS AT LLOYD'S) LONDON Rate Premium 4 Amount Coverage NIA US$1,000,000 US$3,000. Combined Aggregate Sub-Limits Included Above US$1,00OW Professional Liability Included Above US$ 500,000 Directors & Officers Liability NIA US$ NIL Employment Practices Liability and Officers Liability, 5 Special conditions: Liability, Directors Lloyd's of London Architects/Engineers Professional Employment Practices Liability Policy Form. BY SURPLUS E PROTECTION OF THE FLORIDA INSU A 3E0 UNS RN�ftY ACTT THE EXTENT OF THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW• PERSONS INS LINES CARRIERS DO NOT HAVE ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT 6 Service of Suit may be made upon: Mendes &Mount, New York Michael J. Hall & Company Dated: February 23, 2002 By ndent Co Michael J.Hall 98370 SURPLUS LINES AGENT'S NAME: 19578 101h Avenue NE.Poulsbo.vy A SURPLUS LINES AGENT'S ADDRESS: A108738 SURPLUS LINES AGENT'S LICENSE#: Ashley L.Hutd PRODUCING AGENTS NAME* A126363 Tax:$ 2.5 PRODUCING AGENTS LICENSE M $3,000 TOTAL PREMIUM: SURPLUS LINES AGENT'S COUNTERSIGNATURE: ;I I. ORIGINAL SCL.3USA.DEC W" Received Time Jan . 24• 5 : 29PM 01/24/2003 06:13 2473521 BISSELL -PAGE 11 Eg111110pporlunil y Employcr DEPARTMENT OF PUBLIC WORKS Building Inspection Division December 7, 2001 0 Michaels- Bissell, Architect ✓°cksr,rvvL`��. " Costa Vcrde Plaza 2449 South Third Street Jacksonville Beach, Florida 372.50 RE: Qualification of Carl M. Coge;r as a Building Inspector Dear Mr. Bissell: ` We received and reviewed the resume of Mr. Carl Cog(-,r. Mr. Coger is certified by the Southern Building Code Congress International, Inc., registration number 8429, he is therefore approved to prk)vidc Building Inspection su-vices to )rour client~ through yc)ur Office as the architect providing those services. If you have any questions, please contact me at 630-235-1- Sincerely William L. Lyle, RA Plans Examiner Supervisor Ce: Thomas H. Goldsbury, P.E., C.B.O., Chief Building Inspection Div. Jim Schock, P.E., C.B.O., Building Inspection Manager Jack Peeler, Building,tow. �� y�- - _ _ � _. � _ _ _. ^ _ _ _ � r 16118624 ^ STATE OF'FLORIDA � .• ;+'} DEPARTMENT OF BUSINESS AND PROFESSIONAL. REGUL.ATIOIV BOARD OF ARCHITECTURE AND INTERIOR DESIGN v r 1_ZuEIV5E NOR - Vi !/14/2000100901946 JAR -•0006648 6 ARCHITECT modbelow IS L.TTCENSED der the provisions of L'hapter 481 F5. paration data: FE13 28, 2003 rr ti, I I SSEL.L., MICHAEL. S 1449 S THIRD ST )ACKSNVI_E BCH FL 32250 JED BUSH KIM B I NKL-EY—SEYER GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Received Time Jan . 24. 5 : 29PM 01/24/2003 06:13 2473521 BISSELL PAGE 12 4 LLOYD'S OF LONDON ARCHITECTS/ENGINEERS PROFESSIONAL LIABILITY DIRECTORS AND OFFICERS LIABILITY EMPLOYMENT PRACTICES LIABILITY ICLAIMS MADE AND REPORTED INSURANCE POLICY Policy Number: HCP 1664 DECLARATIONS Item 1. Named Assured and Mailing Address: Bissell Architects, P.A. 2449 South V Street Jacksonville Beach, FL 32250 and a maybe previously, currently or hereafter constituted I ' Item 2_ Policy Period: From Inception: February 23, 2002 To Expiration: February 23, 2003 (12:01 a.m. Local Standard Time at the mailing address) Item 3. Limit of Liability. The total Limit of Liability of the Underwriters, including CLAIMS and C IMS EXPENSES, for all CLAIMS made against the ASSURED and reported i writing to the Underwriters, in accordance with the Policy terms and conditions, shall not exceed in the aggregate: ' US$1,000,000 The following sub limits shall apply (any one CLAIM and in the aggregate): Insuring Agreement I.A. Professional Liability US$1,000,000 Insuring Agreement I.B. Directors & Officers/Company Reimbursement Liability US$ 500,000 Insuring Agreement I.C. Employment Practices Liability US$ NIL Received Time Jan - 24. 5 : 29PM 01/24/2003 06:13 2473521 BISSELL PAGE 13 . t Item 4. Self Insured Retention Insuring Agreement I.A. Professional Liability US$2,500 Insuring Agreement I.B. (a) Directors & Officers NIL (b) Company Reimbursement US$5,000 Insuring Agreement I.C. Employment Practices Liability US$N/A Item 5. Premium US$3,000. Item 6. Retroactive dates Insuring Agreement I.A. Professional Liability February 23, 2001 Insuring Agreement I.B. Directors & Officers /Company Keimbursement February 23, 2001 Insuring Agreement I.C. Employment Practices N/A Item 7. Prior& Pending Litigation Date: February 23, 2001 Received Time Jan . 24. 5 : 29PM CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us February 6, 2003 VIA FACSIMILE Mr. Ron Coppenbarger Coppenbarger Homes 7700 Square Lake Boulevard Jacksonville, FL 32256 Re: 358 19'h Street, Atlantic Beach, Florida Dear Sir: Your request to use a"private provider"to perform inspections under Fla. Statute Section 553.791 on the project at 358 19 h Street is not approved due to the following: 1. The "Notice to Building Official of Use of Private Provider" document lists Coppenbarger Homes as the owner. A check of the Duval County tax rolls indicates the property owner as Margo Marshall. 2. Fla. Statute Section 553.7914 (4) states "a fee owner using a private provider to provide building code inspection services shall notify the local building official at the time of permit application on a form..." This project was permitted on September 23, 2002, permit number 02-24874. The City of Atlantic Beach Building Department will perform routine inspections on each phase of the project. We must be noticed before 8:00 am. the day of requested inspections. Per the Florida Building Code, all required inspections are listed on the permit card. Please contact me at 247-5826 or by e-mail dford@ci.atlantic-beach.fl.us if you have any questions concerning these matters. Sincerely, C. Don C. Ford, CBO Building Official cc: City Manager File J ' T`�Ss1 FAX MEMORANDUM City of Atlantic Beach Building and Planning Department 800 Seminole Road Atlantic Beach, FL 32233 Telephone(904)247-5800 Fax(904)247-5805 TO: Mr. Ron Coppenbarger FROM: Don Ford FAX: (904)363-1994 FAX: (904) 247-5845 PHONE: (904)363-1414 PHONE: (904) 247-5826 DATE: February 6, 2003 Number of pages including this page: 2 RE: 358 19th Street, Atlantic Beach, Florida COMMENTS: HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Feb 06 2003 3:27pm Last Transaction Date Time Type Identification Du ion Pages Result Feb 6 3:25pm Fax Sent 93631994 1:38 2 OK ..�v _ t��n CITY OF fY� Q /� �-�~ Office of Building Official REQUEST FOR INSPECTION Date r I fv I Permit No. Time A.M. Received -}- f?M' ' 1 Locality JobAddress MGiYSY , ", l/I r �-• 61r— Owner's r- Owner's ) �'�� _Contractorr (J' (� Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING Ll Cond. & ❑ Top Out ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating Slab El Place Temp Pole El Re Roofing ❑ ❑ Final F1 Sewer [IF Insulation 13 Lintel Pre Fab READY FOR INSPECTION A.M. Thurs. Friday P.M. Mon. Tues. ed. , � Inspection MadeFinal Inspection ❑ Inspector Certificate of Occupancy ❑ Date Building, Planning & Zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: i 0 Contractor Name: GjYY1.( S Permit #: Property Address: 1 U I CLQ Legal Description: 1--� t rn fit Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: (A Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. --------- Public Works - L, Planning Dept. _ ,v - ,�Z S Building Dept. Final Survey with FFE [V/ Yes ❑ No All Re-Inspect Fees Paid M Yes ❑ No 6%'4+ . jJ in rh'Q v`S D & W Electric Co. Inc. R E C E IV P.O. Boz 37164 BEACH Jacksonville,F137164 CIa o SANG ZO tNG EC0000496 (904)786-3420 JAN 2 0 2004 (904)781-6931 1-15-04 I To: Atlantic Beach Building Dept. BY: Electrical RE: 358 19`'Street Concerning Early Power. To Whom it May Concern: We as the Electrical Contractor for Coppenbarger Homes the Builder are requesting the power be turned on at the above address. We as the Electrical Contractor assume liability and release Atlantic Beach from the same. All equipment,devices, and fixtures are to be installed or blanked off.The panel shall have breakers installed and the cover affixed.The service and grounding connections are complete,and the system has passed a thorough electrical check. Thank You, Daniel L. Carter Notary: Alan L. Waters #CC942589 Expires June 5, 2004 Alan L Waters MY COMMISSION# CC942589 EXPRES lune 5,2004 RAVE D pe` BONDED THRU TROY FAIN INSURANCE,INC A P P CI BUOF 1LDtNGNOFFICETIC ACH JAN 2 0 200 �Y� RECEIVE! CITY OF ATLANTIC BEACH BUILDING ZONING JAN 2 0 2004 G:qptenthparger BY: Homes, Inc. -519/v. 1 '7 - aooy FR.orn: G-,g o 2� pq 57,9 R t C OQfCiv 0149-ClaR woMES J vG I 3sg 19 4p 40 ti 0 l� C3g -Y 810 7700 Square Lake Blvd. • Jacksonville, Florida 32256 • (904) 363-1414 INVOICE # 3DATE v'?11 163 LANDSCAPE MANAGEMENT & IRRIGATION 7419 ALTAMA RD. JACKSONVILLE FL 32216 759-2225 LIC # 1-194 SOLD TO: / DESCRIPTION OF WORK F x� I AMOUNT DUE $ E9 9 2ppq � .8y r s INVOICE # �7�� 5� DATE LANDSCAPE MANAGEMENT & IRRIGATION 7419 ALTAMA RD. JACKSONVILLE FL 32216 759-2225 LIC # 1-194 SOLD TO: iww" 14."" DESCRIPTION OF WORK 44-- 6-2 Z71 /�C'i✓��' ✓/�'lk'C� /c� 2 fir ` 7n%�c Cmc 1�j.3' d'G C AMOUNT DUE $ EB `� 9 X004 CIO : ■ ■ CITY OF ATLANTIC BEACH s 9,. fujil J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 $ Telephone: (904)247-5800 Fax: (904)247-5845 hftp://ci.atlantic-beach.fl.us FAX To: C� ' ��Ol.` Fax#: From: Jennifer Date: Pages: �r Re: 0 Urgent 0 For Review 0 Please Reply Notes: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/24/04 Parcel Number . . . . . 172020-1234- Property Address . . . 358 19TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . MARSHALL, MARGO & JOHNSON, TIM Contractor . . . . . . COPPENBARGER HOMES 904 731-9100 Application number 02-00024874 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Feb 24 2004 4:16pm Last Transaction Date Time Tyg Identification Duration Pae R sul Feb 24 4:15pm Fax Sent 93631994 0:33 2 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/24/04 Parcel Number . . . . . 172020-1234- - Property Address . . . 358 19TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . MARSHALL, MARGO & JOHNSON, TIM Contractor . . . . . . COPPENBARGER HOMES 904 731-9100 Application number 02-00024874 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 08 2005 4: 35PM HP LASERJET 3200 p. l r H DR D HEDRICK DEWBERRY REGAN Ftp DLI RANT PROFE55;ONAL A550CIA710N SUITE 1600 50 NORTH LAURA STREET JACKSONVILLE,FLORIDA 32202 904.35G•1300 0(FAX)904-356 8050 wucv.bdrd-law.com FACSIMILE TRANSMITTAL SHEET FROM: ° Tonya H.Bomhard Mr.Don Ford DATE: COMPANY. 6/8/2005 City of Atlantic Beach TOTAL NO OF PAGFS INCLUDING COVER: FAX NUMBER: 2 904/247-5505 SENT BY: PHONE N UMBER: Lori N1.Rogers,Paralegal 904/247-5800 FILE(NUMBER RE: 979.00 358 19"Street ❑ URGENT. ❑ FOR REVIEW ❑PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE VpTES/COMMENTS: please see the attached subpoena as we previously discussed. Thank you. 01 This facsimile is intended for the named recipients) only and infoM-lalio e contained t herein is considered con - lt�s� received � an�smtssi�o error,be please for no sender and return all documents any postage IfILLured- 'Thank you. 08 2005 4: 35PM HP LASERJET 3200 p. 2 The Arbitration Tribunals of the American Arbitration Association In the Matter of the Arbitration between CH CONSTRUCTION, INC. f/k/a Coppenbarger Homes, Inc. , Claimant/Counterresp ndent Duces Tecum (Documents) and MARGO MARSHALL, Respondent/Counterclaimant ARBITRATION CASE NO. : 33 110 E 00002 05 FROM THE PEOPLE OF THE STATE OF FLORIDA to '_•Ir. Don Ford City of Atlantic Beach 800 Seminold Road, Atlantic Beach, FL 32233 GREETING: WE COMMAND YOU that,all business and excuses being laid aside,you and each of you appear and attend before arbitrator(s) Claude Caviness acting under the arbitration law of this state,at 32217 8777 San Jose Blvd. Bldg. A #200 Jacksonville Florida (address) on the 13th day of June ,2005 ,at 9:00 a.m. o'clock,to testify and give evidence in a certain arbitration,then and there to be held between the above entitled parties, and that you bring with you and produce certain documents 358 19thuStreetouAtlantic Beach, r entire file pertaining to the property ocatedat Florida. now in your custody. Signed; Signed: Arbitrators) Requestedby; Stephen H. Durant Tonya H. Bomhard Hedrick Dewberr Re an & Durant P.A. 50 North Laura Street, Suite 1600 Zip Code ddmss (904) 356-1300 Telephone Form C10-11!89 Dated; VEGETATION § 23-17 posting a copy in a conspicuous place on the premises where the violation has occurred or is occurring. The notice shall briefly set forth the general nature of the violation and specify the manner and a time within which the violation shall be corrected. (2) Stopping work. Failure to correct violations within the time period set forth in the notice of violation shall constitute grounds for the issuance of a stop work order. All work on the site shall be suspended until the violations have been corrected. (3) Correction of uiolation. A violation of this article shall be-corrected as follows: a. By paying the permit fee due the city for the work,which permit fee shall be twice the amount of the regular permit fee specified on the application which would have been due had the permit been obtained prior to commencing work, and by replacing the protected trees removed without a permit with new planted trees, unprotected trees or transplanted trees. The total caliper inches of the replace- ment trees shall equal the total caliper inches of the protected trees removed.A tree replanting plan showing how the damage caused to the site by the violation will be mitigated shall be subject to the review and approval of the tree conservation board and the trees installed within the time limit stated on the permit. Replacement trees shall meet the requirements of subsection (e), except that the minimum caliper of the replacement tree shall be four(4)inches, and the plan shall meet the requirements of subsection (d) to the extent applicable; or b. By paying the permit fee due the city for the work,which permit fee shall be twice the amount of the regular permit fee specified on the application, which would have been due had the permit been obtained prior to commencing work, and by making a contribution to the tree replacement fund to compensate for each replacement tree which is not planted. The amount of such contribution shall be determined pursuant to the formula described in subsection (e)(2)i.; c. If the site has been cleared and the trees have been removed from the site so that the director is unable to determine with reasonable certainty the number of protected trees removed in violation of this subpart [section], the violation shall be corrected by paying a civil fine of up to one dollar($1.00)per square foot of land cleared, which fine shall be assessed by the code enforcement board. The contributions and fines assessed under this subsection shall be payable to the city immediately within seven (7) days after assessment.All amounts received by the city pursuant to this subsection shall be deposited in the tree replacement account. No work shall continue on the site until the tree replanting plan has been approved or the contribution and/or fine has been collected. (4) Appeals. A person aggrieved by an administrative order, determination or decision of the director may appeal the order, determination or decision to the city commission. (5) Violation and penalties. A person who violates any provision of this section, and fails to correct the violation as provided herein, shall, upon conviction thereof, be guilty of a violation of this article and punished accordingly.A separate offense shall be deemed to have been committed for each tree removed, damaged, or destroyed contrary to the provisions of this article. Supp. No. 17 1359 LA z v u O D td t:d 9 rm m m 0 C) _ -Tl rl O O (n 1 � l0 0 —� _ _ CO m 0 N < o C _ Z N U � < CZLf) 0 D � m cn � z xD �d'• � H �m t-1 OZ m II � Dn m C17 mD m cn C �l cn z (n O H o CODs m v (� G7_O < \�. 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CERTIFIED TO: 9500 TIM JOHNSON AND MARGO MARSHALL PEOPLES FIRST COMMUNITY BANK STEWART TITLE GUARANTY COMPANY }9 BARTLETT AND DEAL, P.A. q9. ptie P,�, 19TH STREET (60.0' RIGHT OF WAY) 99 9 N 89'35'07" E 80.00' (PLAT) FOUND 1/2- IRON PIPE N 89'44'29" E 80.15' (MEASURED) NO ID TIFICATION X00 ")b 95. 9."l FOUND 1/2- IRON PIPE NO IDENTIFICATION 95 5 X 95? X O W Q D 99 W 0 Q x 9�a W LSA X D Q 96 9 V J o.. x IQ a O N BOO r 95 N 95 l X X Q x GOVERNMENT LOT 2 VACANT N LOT 1 .'p°° LOT 2 X \ � 3 w w N = M O 0 N Z O T p Z 0O N N 95} 9�5 X x 0? 9 9�5 0i O FOUND 3/4" IRON PIPE " FOUND 1/2" IRON PIPE NO IDENTIFICATION S 89'56'29" W 79.96 (MEASURED) NO IDENTIFICATION S 89'35'07" W 80.00' (PLAT) NOTE: PLAT LIMITS 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIVE ELEVATIONS ON AN ASSUMED DATUM. 2. BENCHMARK USED IS A NAIL IN THE CENTERLINE OF 19TH STREET, ELEVATION 100.00' ASSUMED DATUM. NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE NOTES: 1. BEARINGS ARE BASED ON THE PLAT____ BEARING OF N 002453_W ALONG THE REVISIONS WESTERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X , AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL -- nont-D-. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 17959 DATE OF FIELD SURVEY: 07-10-02 DATE OF ISSUE: 07-22-02 SCALE: 1" = 20' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL Pam SURVEYORS AND MAPPER IN CHAPTER 61617-6. FLORIDA (Fox) 904-389-6175 ADMINISTRA IVE CODE, PURSUANT TO SECTION 47 2, FLORIDA STATUTES. WI1 MICHAEL J. AI L LICENSED BUSINESS N 6702 REGI TERED SURVEYOR AND MAP;q# 4879 STATE OF FLORIDA r--LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS yY�r - '10 SG2-32BT.DWG PROJ. S02-32BT 710 0000000000000000 z a mmmmmmmmmmmmmmmm o ZZZZZZZZZZZZZZZZ 0000000000000000 a mmmmmmmmm m m _ O co mr- � LU -< DDDD0>ZDCmp \ co Ln 0 � r �r mZ:M \ -p� mm mmm � �o� mmm �y �� i z� D Amo ---j m moz �^ i m Z 17 D -i Z Z = N lu -D tnD AW C1 P D O N to / Fri < O C m I CO O M CD rn = I _ r*i o = 9 00 I I m v m cn =r emp c N CD LnN I 3 n3 o - cn I I I 'gorr, y -�r�- � N o o u -LTI3 i; m c� I O ;7 ID No m ate _. 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V) O O o m frl (� I Em � i o O -0 C M D0ODZ \�\ z z iUm —IC 0 o J m mrn ooN SO m Mi O O O � O 0- Tt D G X zo rl w z � J � ;r, D j ;u co �1 W c I r —i(D luco Ul 'rl 4> 41 / z4. N � I ti"(5.U) I / / s / coo / 'mss RUG'-13-2001 1101 REMAX COASTAL PL0 MAP SHOWING BOUNDARY SURVEY OF�ba LOT 1. SEOF�F CURRENT PUBLIC RECOROSKOF OUVALNCOUNTY•FLORIDA- CERTIFIED TO: MARGO J.MARSHALL PEOPLES FIRST COMMUNITY BANK STE'WART TITLE GUARANTY COMPANY BARTLETT AND DEAL,P.A 19TH STREET (Bo.v OUGHT or WAY) N 89,35'OT E $0.00' (PLAT) r0im 1n'AM off N 88'44'29 E 50.15' (MEASURED) auw�.01 ra'C Mn TBr,1T18N a N G4 � O ap1,pAA1tMT OUT! VACANT N LOT 1 LO 1. 2 W W to Non 00 0l� xz Qo 6n i S 59*56'29- w 79.N' MEASURED) `mo 1 nrw,low`c s 9935.07" w 80.00- (PLAT) PLAT I IMITS LEGEND: R - RADNIS -'•-N.— rr"m - L 1.6NDt4 O cONGRaE - --..—� -- NoTm REMSIONS 1. 09ARNCS ARE BASFA ON THE PLAT DCARiNG OF LI 00LRi'W W ALONG THE WESTERLY EOUNCAn LINK OF SUBJECT PARCEL, WE OLUAIPMN 2.BY CRAOINC PLOTTING ONLY'Mf CAPTNNED LANG&UE WIRI81 II.000 ZONE W—AS SHOW ON THE G4RU•//U/C.AY�IOA/ NATIONAL r, INSURANCE YAP DATLO APRIL 17, 1968,COMMUNITY NUMBS 190075,PANEL X THIS SURVEY REFLECTS ALL EASEMENTS 7A OUGHTS OF WAY AS PER IIECOROM PLAT k/OR TITLE COMMENT ENT IF SUpnKC.UNLESS OTHCRNISE sTAICO,No OTHER TITLC VERIFICATION HAS WIN PERFORMED BY THE UNDUSI06M 4. TNPS SURVEY NOT VAUD WITHOUT THE EMBOSSED SEAL OF THE CII1WVW,SURVEYOR. 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