The URL can be used to link to this page

75A & 75B Simmons Rd (vault) DEPARTMENT OF BUILDING 1 (�(� CITY OF ATLANTIC BEACH,FLORIDA PERMIT N 0 11 68 PERMIT TO BUILD I THIS PERMIT MUST BE POSTED ON JOB Date September 9, 19 bis Valuation$ Fee$ 10.00 inan T This permit not valid until above fee has been paid to City Treasurer,and is I(1*00CKT subject to revocation for violation of applicable provisions of law. 5976 ' A 910018 This is to certify that WILLIAMS WELL UIGGINS X00 976 Vufllr' w 1 n(Ifl XX has permission to bui6 install water well for drinking purposes REGIBES BACTERIOLOGICAL TEST REPORT BEFORE OSE1/6 Classification Residential Zone Owned by .lames Bell Lot Block S/D House No. 75 WEST SIXTH STREET According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE 4—� �— 0 O Building material, rubbish and debris A from this work must not be placed in public space, and must be cleared up and hauled away by either con- tcactl"r ownef. J Gds Bui n Official. r FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER CITY OF fY � /3ewA- Office of Building Official REQUEST FOR INSPECTION Permit No. �O Date Time A.M. Received�j RM. l �I N'( �►��/JY�S aB� Locality Job Address Owner's 6 Contractor �� Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing El Rough Wiring ❑ Rough ❑ Air Cond. & El Re Roofing C Slab ElTemp Pole ❑ Top Out F— Heating C Final ❑ Sewer 11 Fire Place El Insulation El Lintel Pre Fab READY FOR INSPECTION `6 Mon. Tues. Wed. Thurs. Fri( day/ P.M. C� ? A.M. J .J P.M. Inspection Made 'nal Inspection Inspector Certificate of Occupancy . Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ 49- 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: ��yy MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME A• �� 61L66- ADDRESS: �'n1 B'1J RFD BOX BLDG.SIZE 16 0,Y) BETWEEN: RES. ( ) APT. ( 1 comm. ( ► PUBLIC 1 1 INDUS. 1 ) NEW ( ! OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( ► SIGNS ( 1 SO. FT. SERVICE: NEW ( ► INCREASE ( 1 REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT f' rI//qACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. H OVER 600 V. NO. KVA I NO. �KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES �8 1N3W18Vd30 JN10lIf19 HOV39 OUNV1iV W660 -N38WrN IdI3038 ; 9383IN31 �n 'MVI 30 SNOISIA08d 318V011ddV 30 NOI1tfl01A 80j'NOIIVOOA38 Oi 1o3f ans ON`d ilW83d SIHl 30 i8Vd Sad HOIHM SNV-ld 03AOadd`d Ol 9NIa8000V (Ansi <,'S1N3W3AOadWI Maims aOd 301Ml ONIAVd H3NMO A183dOad 3H1 NI 1imbl NVO MTI N311 SDINVH33W 3H1 HIM AldWOO Ol 3unlmi,, 83NMO 80 801OV81NOO 83H113 h8 AVMV 03-inVH (INV do 038V310 391snN 0NV'3OVdS O118f1d NI (130V-1d 3910N iSn" NaOM SIHi V4083 S18930 0NV HS198(18 IV1831VW ONI011f18 3nssi d0 31V0 8313V SHINOW XIS 010A iIW83d JNimnOd 3HOd38 a3103dSNI 381Sf1W S0N11003 4Nd SWa03 313aONOOl3t/— 30110N ,r�7 :S310N 000$ ?92HLL. 00 GIt 333 LDVdWI H'03 ; 00' 0$ ' ZAOgdWI rlVlIdXO Z :adx,L Zlt,68A :astl: -1 00 ' 0$ 3HVHS DIrlDVNaLH LOZZE Z3 ' 3'I'IIANOS?IDVf 00' 0$ dvIL d3M3s 3AN3A'1 rIiiv3 00' 0$ dHi H3.LvM ,LDV'aINO�) ZKz%I'riL." 00' 0$ %S - svcv Noav-d NOI,LHW2I03NI NOILOVHINOO - 00 ' 0$ ' S ' U' H-SVC) MOOV 1 06 - u$ ;j21aw 33Z)iM 00' }$ 333 Z Vdwl �3M3S tiZZ£ 'd4IH0'I3 Fig�'3S ", i+Ltti 333 lOHdWI 'iglvM SNOKwis S ssaap� 00' 0$ 11W)J? - 3391zd =aTueN ----- 5333 NnTLFI'OTrfddld - ----- NOI VW'3)ANT i sr,s _ L 00' 0$ 14unouiv 00' 0$ add IE101 00 ' 0$ : 4so0 noidutl 00' 0$ :anleR pa4eutz4- 213NNOi3 :UOTS In Tpgr 0 :apoO T : sOuTI Idr:. 0 ;ON'd :dTgSUMOI 711W q 3'IONIS :asn pasodozd :Uo T Boas : X-)o I a : a I zwvu3 QOOM :adx,L ---------- NOISdItIOS3(3 rlVf)ZrI --------- - NOISERI3ZrIK :NIOM 40 SSE I, ££ZZ£ V(MlOrI3 ' HO5i3S Z IlNVrILK 'IFI.;I2IS,D3'I3 :adxy 4TWaad avow SNOWNis SL Lf TL : -1agwnN -4TI.U.za. --------- NOIIVKH03NI NOIZKOO'I -- -- - - NOI.LVW2iO3NI ,LIKHald --- HOV38 OI1N`dlid d0 X1110 _.. Wallft8 d01N3WIUVd3a LE Y w bbBE-F1Sd FFE $10.00 APPLICATION FOR WELL PERMIT CITY OF AZI,ANTIC BEACH PROPERTY OSgNER Name: `� / `I Day Phone Address: Zip APPLICANT, IF OTHER THAN OWNER Name: b_- U Day Phone, Address,�� (�• / o �`6 �f��f�-� l C �c G' Zip JOB Address or Location: 7 .S � 7 4� Legal Description: Is well to be used for drinking purposes? L, r Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified cony thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: gnature Date MAP SHOWING SURVEY OF Lot 7, Block 9, Dormer' s Replat, as recorded in Plat Book 19 , Page lb, of the current public records of Duval County, Florida. FOR : MODERN HOMES awe V� i l d4 % I � Itr Awyo'IV 15 .rarino Gdi�• Mon. - oe ��, � � ��%:�'an h I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THERE ARE NO ENCROACHMENTS. H. A. DURDEN & ASSOCIATES 928 — 7TH AVE. SOUTH JACKSONVILLE BEACH. FLA. SIGNED 17, -19� — SCALE: 0 -- REGISTERED BURV[YOR NO.49Q FLA. SOUTHSIDE O/P SERVICK INC. ORDER NO. -.--- FOR i J OF••- I - U- O---- LY Date------ - - - -19 ► � i �/ G (,� 0.O �� Permit # t L /...Fee$----- CITY OR ATLANTIC BEACH ' Valuation $------9— -'T- T7-C->..---••••. FLORIDA House #--1� - APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to hii o7fficethat licenses can be verified. �� / Q Date-------------------------------•-•-------------------------------------, 19---C-a •--------------Address-%.� �L&RTelephone No----------------------------- Architect._ ------- -----------------------------------------Address-//`T- _Telephone No.---.-------------------- ContractorBuilder-----. -------`'_q------`- -------------------Address------------------------------------------------------------Telephone No-------------------------- - LotNo-------------?---------------------------------Block No----------cl-----------------Sub Division—----------------------------------------------------------------------/ ------Zone----------------- Street-------------------------jSide Between_ __ -------- ------- ----------------and. f"` �t� = -- ------------Sts. moo Valuation $.__ _.7r __ __----For what purpose will building be used_____ __Type of construction----_—L_-------- Dimensions of Building.___ X.��__--------Dimensions of Lot_..._f- -------- of Footings.-__ ---------- CGS.- How of Piers.____.____-------------------_----Size of Sills------._.?�._�_-----------Greatest Sill Span m ft.___.ha_.__._______._Type Roof__.____./_Q-----...._.:'....-- How will Building be Heated?---.-_..__ .---_------------------ ---------------------Will Building be on Solid or Filled Ground?_.--...� _/.S P.- 4)__-_-_.._.-. Size of Ceiling Joists---------- - .X4,3Distance on Centers---._.._. --..--_-L--�._.-___, Greatest Span____----__-_ ....../—------- " Size of Floor Joists-------- ............ .. .. ..Distance on Centers......_._. ___ ..._.._./_............._, Greatest Span-------- ...____........_..--_-----..-- " Size of Rafters_____________��____`.��.X_�, Distance on Centers....... ... �_.______, Greatest Span._.__._"./46.---------- " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall 4- be be submitted with application. S 2 w Inspections required. 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. Ho$ pi,1 $, a 4. When framing is completed. > 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. Q A 7. Electrical inspection by City of Jacksonville. rn 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after Sz corrections are made. 17, FRONT OF LOT In consideration of permit given for doin th ork as described in the above statement, we hereby agree to perform said work in accordance the attach pl specifications, which are a part hereof, and in accordance the building regulations of the Cit o lantic B ` ) //// ,Signature of Builde = . . • . ----•-•.....-• Address.. 14�_ / L! Signatureof Or --- - Address-,---------------------------- ----- --------•--• ------------------------------- s ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 Y INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptocoab.us Application Number . . . . . 07-00000362 Date 3/27/07 Property Address . . . . . . 75 SIMMONS RD Application type description DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3500 ---------------------------------------------------------------------------- Application desc demolition of house, slab, & walkway ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT SHAPELL-S, INC. 1671 FRANCIS AVE Q/A: GUY LACHAPELLE ATLANTIC BEACH FL 32233 8511 STOCKS RD. JACKSONVILLE FL 32220 (904T 786-5503 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/23/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. w 'c BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach Ft.32233 Office:(904)247-5826 • Fax:(904)2.47-5$45 Job Address: s PS 'R- Pest Number: Legal Description 1. 7 L� Here s �FR'i✓r� Valuation of Work(Replacement Cost)S -3 �F> ■ Cuss of work Circle one): New Addition repair Use of ex' sCrticUm(s)(Clmle one): ommoroiel an if an existing Attu is a.fire sp�'nnn._�ideer'system matatled7(Circle oat). o N/A ■ Is appraval of homeowner's essociahob or other private entity rtquued (Circle clic : Yes Td�. Describe in detail the type of Work to be Performed: 1C .1�oL� r )�� ► Fo�.sc s�-�8 �4��i �RtK.,�.� awrty ownst Ingormjd2a Name: �o.�c� k L Address: City State L,Zip 32233 Photic fq�.trxctor Ituf'o Name of C = l A.dd=w- ! t 5 City Zt�Q Office Phone U' ` - Job Si&Coatnet N >rEJ State Certificatiool1coUtfi0n# Officc Fax# Architect Name lit phone # Engirx=r's Nampo&Phone# Application is hereby made to vblatn a permit to do the work and Mutallations as Indicated I certify that no work or installation has commencedprior to the issuance o apermit and that all workwill be armed to meefthe standards a�f all laws regulating construction m this jurisdietton. rhis permit becomes null and void 4k is not commenced within six(6) .r w},hs, or :f constrttction � work Ls _ru.snended or ahamdoned for a period of six�6) months at any time mer work is commencedf I urtde�'stand that separate permits must be secured for Electrical ark,r�Yit abirrg,54"s, sdils, r00 N, Fiwraaces',Boiilers,,$era Ws, Tanks turd fir Cox , eta WARNING TO O"ER.- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING YOUR B EFORE RECORDING YOUR IVQTI�CONSULT OF COMNIE�NC INENT. LENDER OR AN ATTORNEY thereby cern that I have read and examined this application and know the same to be true and correct. till provisions of Jaws and ordinances governing this type of work will be complied with whether specilled herein or not. The grentin o a permit does not presume to gree authority to violate or cancel the provisions of arty other federal, state, or local law regulating construction or the performance of construction. Sigftatum of property owner Signature of Canbw:tor: Sworn to and subscnbed befqm me Sworn to and sub bafa, e di z:- of this 3 1 Day 71 i 1 t�ep��Gi PATMIA A. REEVES Notary Public., A te of e,` Y • . y Commission Expired iNay 30 2otoY Public: '4 ISSION# D0418706 EXPIRES a" Commmion 8 OD 557380 /iiwe`° BO�'DED Thgi,�*I 13,2,ppg REVISI✓D 03.05.07 Bonded By N&*"Wxy Assn. INSURANCE INC CITY OF ATLANTIC BEACH S j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001042 Date 8/04/08 Property Address . . . . . . 75 SIMMONS RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TP01 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO PO BOX 50939 Q/A BROOKS, CHRISTY JACKSONVILLE BEACH 42 WEST 8TH ST. JAX BEACH FL 32240 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/31/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH O Q v 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: /� /� ) IS THIS A SUB PERMIT: �^ > 3.DATE r ► P j�}� / ICC I ❑YEOS PERMIT#`= , Atlantic Beach, FL 32233 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. bi f((t I � I �=vr. �(" 5 (.��. 2 (- i �z ELECTRICAL CONTRACTOR: 7.1)�OF COMPANY: /- L 8.ADD F .:2 --,1 S-t- �c �= 9.STATE OF FLOID C 10iC6LL H�01yE� I 11.FT.: �- I { U�U 12.EMAIL ADDRESS: 13 CE l pNE: _ �. 14. 1 ' � 1�Scx,th .I1e.+ L {- 15.Application is hereby Ade to obtain a permit to do the work and installations as indicated. I c ify at all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes I and v id if is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)month at y ti e a ork is commenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17. ERVICE: 18.M TER NIMBER: ❑ MULTI FAMILY-#OF UNITS: RESIDENTIAL ❑SINGLE FAMILY tEMP SERVICE COMMERCIAL ❑ADDITION RAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN ❑OLD NEW '05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL/SPA ❑ REWIRE OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE:�_ ❑ POWER IS ON POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27. FIXED APPLIANCES, 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34,TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: DH COAB FORM BLDG02:REVISED:1/8/2008 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD +� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 'rte r1J3 �? Application Number . . . . . 08-00000777 Date 7/28/08 Property Address . . . . . . 75 SIMMONS RD A Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. F7 /. "; CITY OF ATLANTIC BEACH 0'7- 600 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I _ .�...I' OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 i BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE: 25AA P, 0YES PERMIT#: (; / TZ Atlantic Beach, FL 32233 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS. 6.PHONE: c _ 0 AR INT ; - ; ' ;+ PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: c 3 9.STATE OP FLORIDA LICENSE O: 10.CELL PONE: 11.FAX NO.: f — 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. q;5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE. 15.NATURE OF WORK: 16. 17. 18.CURRENT CODE: ANEW ❑ '06 FLORIDA BUILDING CODE- RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB �_ SEWER CONNECTION BIDET _ SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN _ WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB �_ WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 j TOTAL FIXTURES: , x $7.00 (PER FIXTURE) + $35.00 = J / (66 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000778 Date 7/28/08 Property Address . . . . . . 75 SIMMONS RD B Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. " J��i,;.• CITY OF ATLANTIC BEACH Tti4800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O _ •7I I sl OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: r2..IS THIS A SUB PERMIT: &DATE: 0 NO 1I J `>' ' �Atlantic Beach, FL 32233 V�YES PERMIT#: (] /—7•,Y PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: zz PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: 1 1 9.STATE OF FLOR115A LICENSE D: 10.CELL PpONE: 11.FAX 12.EMAIL ADDRE S: 13.OFFICE PHONE: 14. qg Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15.NATURE OF WORK: 16. 17. 1 B.CURRENT CODE: NEW ❑'06 FLORIDA BUILDING CODE- D RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB �_ SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL A- SINK DRINKING FOUNTAIN _ WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB �_ WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR �_ WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: _ x $7.00 (PER FIXTURE) + $35.00 City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 22, 2009 Contractor: Beaches Habitat Address: 75 Simmons Road, B Atlantic Beach, F1 32233 Construction Type: V Occupancy Class: Residential R-3 Permit Number: 08-0778 iv MIC EL GRIFFIN BUILDING OFFICIAL ------------ City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 22, 2009 Contractor: Beaches Habitat Address: 75 Simmons Road, B Atlantic Beach, F1 32233 Construction Type: V Occupancy Class: Residential R-3 Permit Number: 08-0778 -q MICHAEL GRIFFIN BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: f 11 310 9 Contractor Name: Permit #: C) '7 — S Property Address: -7 j M fl 1 �� J3 Legal Description: 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: 0 Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: 6AIr�— Required As Buht FFF� The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works Public Utilities Building ( / 13 PlanningTree Mitigation Mitigation Satisfied L Final Survey with FFE ''_`a�� Yes No All Re-Inspect Fees Paid � Yes No Termite Treatment ✓ Yes No b ro O n S1 I n ro J J J v1 w '+1 �n m J �o o I K �W�ff I ro b E O ttJ7 I H S ro 3 i rnm 11;d 'yC'MO I m H I M 0 0 0 0 0 0 0 0 0 0 l Ip y I z C b m I O xa m I '+]MU Maw. W y O M G] I •• •• •• •• -• I \ 30 N N r r N N N N N N r r 0 0 0 0 0 0 0 0 1 ro C O I O M J I H W \ \ \\\\\\\\\\\\\\ \\\\ I M m 1 I b I n o 0 0 00000000000000 000o I HHCtl t o nm 1 to �p �p 1p �0 1D m m m m m m m m m m m m m m m m I MMC 1 0 m H I M I CJ V H i o l tMn 3 Mb r 0 olnA x 3 um n3b3b3b3b3b3b3 b3b3 1 Xa z' I J bm l o I 4 b4 b4ro Oro Oro Oro 4'04.0 ro4ro4 I MH In I m tltl r •- `: I C m Ip I H I Hy tl r o C'O ppDD 1 £ '✓ x7 1 0 1 H W , H 1 Ry1 W mr+IW ro0 tr-00 tDp-UP, 0n of E 0-P-P Oro b7 I mW I H []O Y- 1-'rj dr-dO ty Y-dN ZY-tj drY•N d01 Cy I MM I C O 7 G G r G K m Zr O m M G I m m I K n M 3 Ill m HW `UN .ro £ £N'0 l rt ro rM I c n M m r _ ;o En p r old b 0 z O H [Y r-H O I .3 1 Rf Y- ,room b -n CO z\O o w t. I HH 1 M HP.b'Hp �*H1-'Q I*3 n '*1H C E C7 '�f•-+-E rCY-H mro 1 m 1 n H m G H Ia O H Y-�I� "Z O 'J K O ED .`7 z m11 '] 11 Ij N z0 '*JN m\HO mY-m nf'z I nH I b I HH H!D x-33 .n MHO x HO Sm rtMm Q I OO I M � z +,; 3 on nr-nnn Hm z[].Mn MI-nM c*O Y-t, 1 3z I z I mm M b rt r-b� O b O b b o b m p m r 3 I n I ro ro S'y z HO d HW Hwzw C�'Ht3 0m H \w I M I M I MM ^�.. H M t[7 Mr Mw r-y O 5CO Oar rn O.HwH z I I nn mm ro A N H G H ID £m H Iy O H A H I H 1 I H H O -_O Q-N O r 3 m z o z N z O £ M 1 3 0' En 1 1 -' m O '*1 G m I H M Hm ar,— (a 7 7 NM I I � ro0 m K O N HH0•• H O n.'Y rt W N•• I •• z G G O� ON3r 3 £ 'S Or roti 1 nm nn wnOMY-r Mli m z0 OP) bmr I 3H 7. n- O n r W n N•• < J .• N H Z W H I 1 I H H O c crAc m •• ro H M H a xxm H ro yIro\ I ro orto r iron 3 o V) y 3goa� 3m o JroMG ON G wH o i zz UG 4a n n\J n o W o W r M G m H 1 M M H I O K H K o m K w o w o G r 1•�r - m m M 3 m m y A r J w J C '6 r wo A Hwo rn p. � 1 H m H Hm N wo Hwo r- r 1 m H m H H O O A N 3 A ly QI J 1 1 O 3 r*3 art N I NM I m � •• 1 1 A M M M Y- N J•• N rt O 1 I ' .. .. .. O N m N •O 1 I O J r J M • 1 I N 1 r O r m J m N ♦ 1 A J m J O O W r 1 I O O O p N rt N I N O N 1 N ro J I m 1 ro 1 H 1 w I (D i O ro I b b rt H O O i M M N I I � 1 a I N I w I I \ I O Boyd, Nancy From: Kaluzniak, Donna Sent: Wednesday, January 14, 2009 3:41 PM To: Boyd, Nancy Cc: Walker, Chris; Clemons, Malcolm Subject: RE: CO 75 A and 75 B Simmons Nancy, I'll remind Chris. I'll do the OK for Malcolm Clemons as he is o t this week.They have no irrigation, therefore no need for backflow preventers. Thanks, Donna From: Boyd, Nancy Sent: Wednesday, January 14, 2009 2:41 PM To: Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James; Clemons, Malcolm Cc: Graham Shirley Subject: FW: CO 75 A and 75 B Simmons Just a reminder, trying to CO this before Friday. Let me know if all is o.k. Thanks, Nancy From: Graham Shirley Sent: Tuesday, January 13, 2009 11:37 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James Cc: Clemons, Malcolm; Jones, Mike; Griffin, Michael; Boyd, Nancy Subject: CO 75 A and 75 B Simmons Paul w/ Beaches Habitat is ready for CO inspection for 75 a and 75b Simmons Rd. permit# 08 777 08 778 if possible he needs this before Friday so they will not lose their grant money . Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us i Boyd, Nancy From: Graham Shirley Sent: Tuesday, January 13, 2009 11:37 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James Cc: Clemons, Malcolm; Jones, Mike; Griffin, Michael; Boyd, Nancy Subject: CO 75 A and 75 B Simmons Paul w/ Beaches Habitat is ready for CO inspection for 75 a and 75b Simmons Rd. permit# 08 777 08 778 if possible he needs this before Friday so they will not lose their grant money . Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us 'e4-r" 1 1 F► l� f.. 1 - r City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 22, 2009 Contractor: Beaches Habitat Address: 75 Simmons Road, A Atlantic Beach, Fl 32233 Construction Type: V Occupancy Class: Residential R-3 Permit Number: 08-0777 MICHAEL GRIF BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: a�9 Contractor Name: < S �4 a-b' tri+ Permit #: CE _ Property Address: Jr 51 no my n 5 o� , 4 Legal Description: 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: 8 3 l Required As Built FA The following must be completed before issuing Certificate of Occupancy: Department Date Notified ;Date Approved Approved By Fire Dept. Public Works / 3S Public Utilities i Building Planning 1 f f Tree Mitigation Satisfied I Final Survey with FFE J V Yes No I All Re-Inspect Fees Paid t Yes No Termite Treatment Yes No ' ``\\ �1 �� _1U S �F�♦♦i ElEkAk"s ��NN G . %? 9 Project Information for: 272596 = - Builder: Beaches Habitat �:, sr r of Address: 75A-75B Simmons Rd. �O ,c Jacksonville, FL M 4 County: n Count: Duval I ♦'♦�i �ON T Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): N/A Wind Standard: N/A Wind Exposure: N/A Floor(psf): 55.0 Wind Speed (mph): N/A Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Truss Design Engineer:Julius Lee, PE Florida P.E. License No. 34869 Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered 272596 provided by Builders FirstSource-Jacksonville,FL and dated 03/26/2008. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. I Drwg. # I Truss ID Date 1 IJ1888168 I F01 1 8/31/07 12 IJ1888169 I F01A 1 8/31/07 13 I J 1888170 I F01 B 1 8/31/07 1 14 1 J 1888171 1 F03 8/31/07 1 15 1 J 1888172 F04 8/31/07 16 1 J 1888173 F05 8/31/07 17 1 J 1888174 F06 8/31/07 18 1 J 1888175 F07 8/31/07 19 1 J 1888176 F08 8/31/07 110 1 J 1888177 1 F-KW 1 8/31/07 11 I A 888178 1 T100 1 8/31/07 Job Truss Truss Type Qty Ply 00 J1888168 F01 FLOOR 12 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:32 2007 Page 1 0-1-8 H 1-3-0 0-64 1-74 Scale=1:13.7 2x4= 4x6 11 8x10= 4x6 11 3x6 II 3x6 11 1 4= 2 3 4 5 Y t 4x6= 2x4 11 3x4= 12 11 9 8 7 6 2x4 11 6x8= Simpson HHUS46 3x4= 2x4 11 2-1-12 8-0-0 2-1-12 5-104 Plate Offsets(X,Y): [1:0-1-8,0-0-8], [3:0-3-0,Edge], [4:0-3-0,0-0-0], [6:0-1-8,Edge], [7:0-1-8,Edge],[8:0-1-8,Edge], [13:0-1-8,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) 0.08 8-9 >843 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) 0.12 8-9 >581 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 56 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 6=-223/Mechanical, 10=2526/0-3-8 Max Uplift 6=-455(load case 2) Max Grav 6=280(load case 6), 10=2526(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=0/54, 1-13=0/54, 5-6=-286/583, 1-2=0/1884,2-3=-107/1964,3-4=-299/976, 4-5=-299/976 BOT CHORD 11-12=0/3, 10-11=-2727/0, 9-10=-2698/0,8-9=-976/299,7-8=-976/299, 6-7=0/0 WEBS 2-10=-2357/0,2-9=0/1140, 3-9=-1446/0, 3-8=-20/401, 5-7=-1271/389,4-7=-202/504 , 1-11=-2437/0,2-11=0/1687 JOINT STRESS INDEX 1 =0.90, 1 =0.00,2=0.67,3=0.53,4=0.30, 5=0.86,6=0.74, 7=0.77,8=0.51,9=0.70, 10=0.89, 11 =0.91, 12=0.07 , 13=0.00 and 13=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. rte,, c. �., .., .., . wr.^wry.a�. �+ F°-nos. � sear 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi �� r - -�-+--1 Y oar •v x+aa^r ®crs_ t.-e.. ;3sA-•► trca. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 455 Ib uplift at joint 6. August 31,2007 Continued on page 2 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,At 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 1 53719 OFtrstSource Job Truss Truss Type Qty Ply 00 J1888169 F01A FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Aug 31 10:19:33 2007 Page 1 0-1-8 ___1 i 1-3-0 0.6.4 r 1-7-4 Scale=1:13.7 2x4= 4x6 II 8x10= 4x6 11 3x6 II 3x6 II 1 2x4= 2 3 4 5 Y 1 12 11 2x4 I I 6x8= 3x4= 4x6= 2x4 11 3x4= 2x4 r 2-M 2,1-1,2 B-0-0 2-0-0 0-1-12 5-10-4 Plate Offsets(X,Y): [1:0-1-8,0-0-3], [3:0-3-0,Edge], [4:0-3-0,0-0-0], [6:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,0-0-6] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:56 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP NoA D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 6=133/6-0-0, 10=1248/6-0-0,9=210/6-0-0,8=549/6-0-0,7=594/6-0-0 Max Uplift 6=-35(load case 2), 8=-21(load case 2) Max Grav 6=203(load case 3), 10=1248(load case 1), 9=238(load case 3), 8=716(load case 3),7=594(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=0/8, 1-13=0/8, 5-6=-198/40, 1-2=0/360,2-3=0/367,3-4=-6/101,4-5=-6/101 BOT CHORD 11-12=0/0, 10-11=-519/0, 9-10=-505/0, 8-9=-101/6,7-8=-101/6, 6-7=0/0 WEBS 2-10=-1213/0,2-9=-143/245,3-9=-389/0, 3-8=-700/39, 5-7=-131/8,4-7=-515/0, 1-11=-460/0,2-11=0/326 JOINT STRESS INDEX 1 =0.17, 1 =0.00,2=0.14,3=0.26,4=0.22,5=0.09,6=0.13, 7=0.39,8=0.44,9=0.15, 10=0.46, 11 =0.17, 12=0.01 , 13=0.00 and 13=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. �'f a:l aaY r+^+= t•'M1r 3 �a WA1pl� 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi , ��4a • -+—icy �•.r.�«. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 35 Ib uplift at joint 6 and 21 Ib uplift at joint 8. 6b�§&e �f ring condition. Review required. August 31,2007 yl Warning-Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE i This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, RIFirst 'Source 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 • J1888170 F01 B FLOOR 6 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:34 2007 Page 1 0-1-8 H 1 1-3-0 Scale=1:13.6 4= 6x12 MT20H= 8x10= 3x6 11 6x8= 3x6 11 6x8= 3x6 11 4x6 I I 1 4= 2 3 4 5 6 7 8 4 e NA 1 14 13 11 10 9 2x4 11 6x8= 5x14= 5x8= Simpson HHUS46 6x8= 3x4 11 2-1-12 8-0-0 i 2-1-12 5-10-4 Plate Offsets(X,Y): [1:0-1-8,0-0-1], [2:0-3-1,Edge], [8:0-3-0,Edge], [13:0-3-7,Edge], [15:0-1-8,0-0-2] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) 0.01 11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) 0.02 11 >999 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.02 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:65 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 9=-744/Mechanical, 12=4537/0-3-8 Max Uplift 9=-976(load case 2) Max Grav 9=280(load case 4), 12=4537(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=0/56, 1-15=0/56, 8-9=-276/975, 1-2=0/3679,2-3=0/5233, 3-4=0/5233, 4-5=-223/3607, 5-6=-223/3607, 6-7=-262/1183,7-8=-262/1183 BOT CHORD 13-14=0/3, 12-13=-3935/0, 11-12=-4846/0, 10-11=-2369/315,9-10=0/0 WEBS 3-12=-434/0,8-10=-1540/341,7-10=-149/0,6-10=-71/1575, 1-13=-4725/0, 2-13=0/2895,6-11=-1697/0,5-11=-134/0,4-11=0/1859,4-12=-1240/0, 2-12=-3132/0 JOINT STRESS INDEX 1 =0.91, 1 =0.00,2=0.76, 3=0.18,4=0.86,5=0.06,6=0.73, 7=0.06,8=0.58,9=0.82, 10=0.82, 11 =0.68, 12=0.86 13=0.88, 14=0.07, 15=0.00 and 15=0.00 NOTES �x'a :� •, . �..,. � 1 Unbalanced floor live loads have been considered for this design. ....y !�- 2)All plates are MT20 plates unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi August 31,2007 Continued on page 2 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI.1 or HIB-91 Handling installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, t 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 0 0 J1888 771 F03 FLOOR 14 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:34 2007 Page 1 0-1-8 H 1 1-3-0 1-6-0 018 Scale=1:34.1 4x6= 4x6= 2x4= 4x6= 2x4 11 2x4 11 4x6= 2x4= 1 2 3 4 5 6 7 8 9 10 1 22 O v 19 18 17 16 15 14 13 12 4x6= 4x6= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-3-0 15-9-0 18-3-0 19-9-0 1-6-0 2-6-0 2-6-0 6-9-0 2-6-0 2-6-0 1-0-0 Plate Offsets(X,Y): [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:0-1-8 0-1-0]_[22:0-1-8,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.31 15-16 >744 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 15-16 >477 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 20=1066/0-3-0, 11=1066/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1061/0, 1-21=-1060/0, 11-22=-1061/0, 10-22=-1060/0, 1-2=-1093/0, 2-3=-2734/0, 3-4=-3772/0,4-5=-4296/0,5-6=-4296/0,6-7=-4296/0,7-8=3772/0, 8-9=-2734/0,9-10=-1093/0 BOT CHORD 19-20=0/55, 18-19=0/2061, 17-18=0/3381, 16-17=0/4135, 15-16=0/4296, 14-15=0/4135, 13-14=0/3381, 12-13=0/2061, 11-12=0/55 WEBS 10-12=0/1411, 1-19=0/1411,9-12=-1346/0,2-19=-1346/0,9-13=0/936, 2-18=0/936, 8-13=-900/0, 3-18=-900/0,8-14=0/543, 3-17=0/543, 7-14=-506/0,4-17=-506/0, 7-15=-167/563,4-16=-167/563, 5-16=-269/41,6-15=-269/41 i i i"1Fs • -- 1 �.e<y !F41vei JOINT STRESS INDEX 1 =0.81,2=0.59,3=0.63,4=0.66,5=0.47, 6=0.47,7=0.66,8=0.63,9=0.59, 10=0.81, 11 =0.81, 12=0.89, 13= 0.59, 14=0.63, 15=0.63, 16=0.63, 17=0.63, 18=0.59, 19=0.89, 20=0.81,21 =0.00,21 =0.47,22=0.00 and 22= 0.47 NOTES 1) Unbalanced floor live loads have been considered for this design. August 31,2007 lib @�pbrpAj642MT20 unless otherwise indicated. M Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ��. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection vaers and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, y 63DO Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 c Job Truss Truss Type Qty Ply 00 J18881721 F04 FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:35 2007 Page 1 0-1-8 - 1-3-0 1-9-12 1-8-4 0-1 8 Scale=1:34.1 2x4= 2x4= 8x10= 4x6 11 4x6 11 4x6 11 iI 1 2 3 4 5 6 7 8 9 10 p Y 21 20 19 17 16 15 14 13 12 3x4= 3x4= 2x4 11 4x6= 3x4 I I 5x8= 2x4 I 3x4= 3x4= 4x6= 3x4= 1-0-0 6-2-4 7£-12 10-0-12 15-9-0 1830 19-9-0 1-6-0 4-8-4 1-4-8 2-6-0 5-8-4 2-" 1-6-0 Plate Offsets(X,Y): [1:0-1-8,0-0-7], [3:0-3-0,Edge], [7:0-3-0,0-0-0], [10:0-1-8,0-0-3], [10:0-3-0,Edge], [14:0-1-8,Edge], [15:0-1-8 ,Edge],[19:0-1-8,Edge],[20:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.11 15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.17 15 >977 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 130 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP NoA D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 22=188/0-3-0, 11=862/0-3-0, 18=1687/0-3-8 Max Uplift 22=-87(load case 3) Max Grav 22=325(load case 2), 11=867(load case 4), 18=1695(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-327/78, 10-11=-864/0, 1-2=-240/165,2-3=-392/444, 3-4=-392/444, 4-5=-631/0,5-23=-2457/0,6-23=-2457/0, 6-7=-2990/0,7-8=-2990/0,8-9=-2167/0, 9-10=-920/0 BOT CHORD 21-22=-0/0,20-21=-444/392, 19-20=-444/392, 18-19=-974/0, 17-18=-974/0, 16-17=0/1853, 15-16=0/2990, 14-15=0/2990, 13-14=0/2634, 12-13=0/1707, 11-12=0/0 WEBS 4-18=-1750/0, 1-21=-213/310,4-19=0/955,2-21=-202/370,2-20=-188/0,»= •- ` � + :' 3-19=-404/0, 10-12=0/1188,4-17=0/1797, 9-12=-1068/0,5-17=-1680/0, 9-13=0/624 ,5-16=0/862,8-13=-633/0, 6-16=-760/0, 8-14=-7/733,6-15=-200/64, 7-14=-307/0 JOINT STRESS INDEX 1 =0.64, 1 =0.47,2=0.63, 3=0.32,4=0.87, 5=0.83, 6=0.63,7=0.32,8=0.71,9=0.86, 10=0.88, 10=0.47, 11 =0.66 , 12=0.73, 13=0.71, 14=0.73, 15=0.47, 16=0.82, 17=0.77, 18=0.73, 19=0.50,20=0.47, 21 =0.55 and 22=0.63 Continued on page 2 August 31,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, " A 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 #['� Job Truss Truss Type Qty Ply 00 J1888173 '. F05 FLOOR 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:36 2007 Page 1 0-1-8 1— 1-9-12 1-04 01,8 Scale'=1:17.6 2x4= 3x6= 2x4 11 1 2 32x4 11 4 5 62x4 11 72x4= 16 1 Y V\1 VN 14 13 12 fi7l 10 9 8 VN 2x4 II Simpson THA422 11a-o 6-2-4 10-4-0 1-6-0 4-84 4-1-12 Plate Offsets(X,Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,Edc,�e], [13:0-1-8,Edge], [16:0-1-8,0-1-0]_[17:0-1-8,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.03 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.04 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:58 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=367/0-3-0,8=275/Mechanical, 11=455/0-3-8 Max Grav 15=373(load case 7),8=288(load case 4), 11=496(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-372/0, 1-16=-371/0,8-17=-296/0,7-17=-296/0, 1-2=-299/0,2-3=-530/0, 3-4=-530/0,4-5=-303/0, 5-6=-303/0, 6-7=-303/0 BOT CHORD 14-15=0/19, 13-14=0/530, 12-13=0/530, 11-12=0/251, 10-11=0/251, 9-10=0/303, 8-9=0/15 WEBS 4-11=-483/0, 1-14=0/380,4-12=0/402,2-14=-314/0,2-13=-55/0, 3-12=-188/0, 7-9=0/384,4-10=-79/200, 5-10=-121/24,6-9=-190/0 JOINT STRESS INDEX 1 =0.40,2=0.17, 3=0.12,4=0.58,5=0.08, 6=0.12,7=0.41, 8=0.23,9=0.41, 10=0.21, 11 =0.20, 12=0.42, 13= 0.03, 14=0.44, 15=0.28, 16=0.00, 16=0.00, 17=0.00 and 17=0.00 AJwliaa-� r�.� NOTES II�FtiJ,PY�K � FJ .. SNI 1t.R@XF 1 Unbalanced floor live loads have been considered for this design. A ' -�— I _;� V*l— . g 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Continued on page 2 August 31,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Ir� I F Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectionas and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, '* . 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 I Job Truss Truss Type Qty Ply 0 0 J1888174 ! F06 FLOOR 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:37 2007 Page 1 0-1-8 H L 1-3-0 ;- 1-1-0 0.18 —� Scale'-1:18.0 2x4= 2x4 1 2 3 4 5 62x4_ r 14 1 c 4 Y 12 11 to 9 8 2x4 11 1-6-0 6-7-0 9-1-0 10-7-0 11&0 5-1-0 2-6-0 1-8-0 Plate Offsets(X,Y): [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8 ,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:57 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP Not 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=562/0-3-0,7=562/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 13-14=-552/0, 1-14=-551/0,7-15=-556/0, 6-15=-555/0, 1-2=-511/0,2-3=-1191/0, 3-4=1191/0,4-5=-1114/0, 5-6=-525/0 BOT CHORD 12-13=0/29, 11-12=0/967, 10-11=0/1191,9-10=0/1191,8-9=0/981, 7-8=0/29 WEBS 6-8=0/675, 1-12=0/655, 5-8=-634/0,2-12=-635/0, 5-9=0/223,2-11=0/410, 4-9=-210/20, 3-11=-155/0,4-10=-123/29 JOINT STRESS INDEX 1 =0.69,2=0.48, 3=0.10,4=0.11, 5=0.37,6=0.71,7=0.42,8=0.79,9=0.26, 10=0.08, 11 =0.43, 12=0.76, 13= 0.42, 14=0.00, 14=0.00, 15=0.00 and 15=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi + +��fy =•«b*,ter ��=w • i�r+ 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with CokVA@ #sp igbacks to be attached to walls at their outer ends or restrained by other means. August 31,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, � aa++��aa ,tea 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 !�`` r-51S. .NII le Job Truss Truss Type Qty Ply 0 0 J1888175 F07 FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Aug 31 10:19:37 2007 Page 1 0-1-8 H 1-3-0 2-0-0 Sca e—1:15.5 20= 1 2 32x4 11 4 3x6= 52x4= 12 3 Y 11 10 Simpson THA422 9-1-8 9-1-6 Plate Offsets(X,Y): [5:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-1-0], [13:0-1-8,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.00 10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:50 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 11=196/Mechanical,6=78/5-2-0, 9=325/5-2-0,7=51/5-2-0,8=313/5-2-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 11-12=-192/0, 1-12=-192/0, 6-13=-73/0,5-13=-73/0, 1-2=-104/0,2-3=0/30, 3-4=0/30 ,4-5=0/33 BOT CHORD 10-11=0/10,9-10=0/171,8-9=-30/0, 7-8=-30/0,6-7=0/4 WEBS 1-10=0/128,2-10=-94/0,2-9=-274/0, 3-9=-112/0, 5-7=-51/0,4-7=-4/0,4-8=-297/0 JOINT STRESS INDEX 1 =0.15,2=0.16,3=0.07,4=0.11,5=0.07,6=0.06,7=0.03, 8=0.12,9=0.14, 10=0.15, 11 =0.15, 12=0.00, 12= 0.00, 13=0.00 and 13=0.00 NOTES 1)All plates are 3x4 MT20 unless otherwise indicated. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) 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. -4 ,«w - c. ,� CZr,cp4"4*-wr, r t `—.a— "M lr` .—' -k 14"S{:5r w""«s�.aa.wi.aal Rl1.s i�S1vr^l e..�L?V i"f Y:5�1"•r bs� aa CY'>r. f� :.14:9+8 YtG.` LOAD CASE(S) Standard August 31,2007 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,W 153719 Job Truss Truss Type Qty Ply 00 J1888176 ' F08 FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Aug 31 10:19:382007 Page 2 LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads(Ib) Vert: 10=-196(F) 11=-275(F) 12=-275(B) �rr,R-,�.: �c..e��,, +c.�r�•,�-,•ter wFrx.Pvrair � r��. ��s asaa+� ,7�s� Vie+ -..a..r l�sy erarvv,I August 31,2007 i.� Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE j This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, . 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 F ,�anr Job Truss Truss Type Qty Ply 00 ' J1888177 F-KW FLOOR 12 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:38 2007 Page 2 NOTES 6) 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. LOAD CASE(S) Standard August 31,2007 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, -- rce 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 '#E Job Truss Truss TypeQty Ply 00 J1888178 T100 FLOOR 2 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Fri Aug 31 10:19:39 2007 Page 2 NOTES 1)3-ply truss to be connected together with 10d(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 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4- 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) 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. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-7=-100, 8-14=-175(F=-165) Mra��`i<�i d+ �ta9._ ►'-1u. �A Moa tkt `f Nf]A w^�vi.sisl sy i�.lvs.^i August 31,2007 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection �r t Y�,(Y�.. and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 'Source 'S y ,e c 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 537 19 FF 4.� i f MAX GABLE VERTICAL LENGTH 12" O.C. 16" O.C. 24" O.C. Q �-+ id cn d cn a�ovm� UNF-+ GLJ yCf.7 07 F' yG ON NCm m �� D G N vo�a�yy �• P.P .P P.P .P P.P .P �.P .P .rPfA W w�www W wW www ��..n ro��¢�� N p�P F+ u f--� .P w�• N m m �7 O O m W O O p �2V � .r..Q p..a � � a 9FQ y w� .i �� o;aca .= Uao a .1 o:w aom.P Urn a m� to 0 0 W M�dp-•D W D9- �$� mmmmm �ma, mm� .?�� ae ��o, mmaaoa, awa? �du,5�4 omwroo� ommm �.NGG � o : �Gm .2aeG =a, rnae4; •Ce �4' 'jl D��^ wmmaom �mmmmaowww � d a �i ' l i In l a • 1 r GCC g •-3 � 000000000tGmm07 mID OD OID .2mmm m� W WW rryy Sao r� ` U at Grn 01 fll bl c71 U OI a.G1 OI tll N p7 U U 0 m D ■ 1 I a . I - I a a , a i a ■ 1 NSC 9 0 0 0 007 O p OD m m m �2 m co m m W W O s Kl + �+ �+ go. W W W W N W W O N N N N O N N N O a o m 0 0 p v �P �~ + mmwmm mmmocnrno�[n .t PPrncw�_o_oOO1 �� r f-• 'r'+ �r N N u 1+ r r r m ' P "L N41 +P A t� LS G7 �A Y N N G] f.1 O N N N -o o .�-• .�-OO O o r C :O �"� ep C'� ;•may W 7 �1 � Qo o O O O CJ O U �P P b G W�A m m Gv G r N 'fl Ln•] r .O o _m Q-i [Jf • . . a • a m - 0 b� LXJ .r at At l t Alt lot �P 1►. /. 2l] N lU N N r N iV N O .. VJ Z Oo 00o C oG G Oo GOO rr r+ f+ r•+ f+f•+ .� Y 1 Y r i ■ 1 Y I y Q•G A G O r i y"•"�i y�� 7 Y t.1 H t� r r r r r r r r r r r r �+ r r r. r r r f•.f.. r r r r �.► .r t.r .1. 0.& .1• &.-I "I : . & .b. P.P N wW W W1... N NW O n 9� � OOo000000000000000 o .t�i ��.• rU ��.. rW � � 1--I y Y I ■ Y i Y I Y I a 1 . i i • y ■ • m n � O �? r ' O cl tj b tyC �J R � N N a C rf] L� � �x omo � t► y�j p�j � as � k� O O � F7 •-3 � � U2t6 GAc C E Pyr W o � fro' m C7 FWS m L7X �1n N o� oo zo u' N �o 4 m x r r c-4 p y� D Ul Z A FU r NJ �Z N k X X f+ r � �k O N �N n N r ❑Ul N 2 N a N I� ■" V 1 Lai�4 c� d C�y C a COD ori roomy oz' xto ul �d boy �g y �'� � yy o0 rC� '� -30 td rn0 CL W �' W o t1 xp p yj d a �1 xy� dd cn cw� tz HEIGHT t, Ll---I, aC/) .. 00 y C)0 U]C W �N �0��c] �jj 7rJ w ['�SOS O N W "'C N N N G� Z-10 R. td x x � N. �r ?7 Ci] yy O Ox C— \SC I m p r OyS C � ,0 r C� 0N tzj yx cn � 0 IV z w "g � ' + `° to z° o d cn a OLD. o v y l y l _QUlm rn CQ � � ^ O 9 6 � M w y y � w c�x x I z d �� =g� a r p x n o r x A W, Cob Icil d C:cn rn r� psa N (� M Z yam o + L� < � t; oy El d n^� � y y z -C o x o b C z \Ctdcn Y O` + 01D C7 N CLTJ �� rg rn tv [ zo am EbCAy co E3 � �ofnc� c r t7� C �C c � vt GO o y Cd tv ►3 i-3 y z O .b Z C y C] n � t0-' tom" � ` [ �p ,fin, U2 L]� O CO d z i-3 xH Z �' n H y0 �j� j C7 CA �-,inc d Np vN o o to cn r-11U No t7 O t a `dMO ZJCO d yyOOZ rd "d .1y .ti .ry ►-3 J CJS yOy p or, Z t J O N z7 "rC L=J Ob �jp tz] O� �:U>C �d CJ z IV Cto m CdrJ X C1 n K7 x t-j -3 tz CQ t" x p y " �7 W L�sJJ M C Z � L t$ O x nm cz O ��.� SO ---------- b 0 dug ►- 0 d r pi 1-1 �>. z w sy n txj El, @ g x 'o'z N m Co� C> c� d 7 � d to x � �, ---------- --- ---- ----;---- -- � �pz 0 . Oct) �C � � � �A oCL, � Laiz ►- r -------------+--- ----+---- ----+----- C7- 2 Uj r [4 d Ctl tL ►3 > '—' ---------- �7 3 ----�---- ----t---- -- y (7 y n d d r i i i i i [.`�z� tp t7 1-3 r r 4 cc c C mo In tq � C] rP y y ,� d na m* N x � •3 � � n z � �o d � 0CQ o Cb H O b7 H O G7 tz d e z O CV o y a z --3 N d O� 0 -3 d CL -3o � r O� O Q io CIOb n� 0 �z m m b� aC/� i CITY OF ATLANTIC BEACH ( ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- 't tl OFFICE:(904)247-5826•FAX NO.:(904)247-5845 f BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1;JOB ADDRESS:z 2 VALUATION OF WORK: 3 S0.FT.UNDER ROOF �f x f7+� Atlantic Beach FL 32233 � 1 / Z f ;'4"LEGAL DESCRIPTION.. _,i 5.CLASS OF WORK:.. 6.USE OF STRUCTURE: 4 q� nn �N' EW BUILDING ❑DEMOLITION ZBESIDENTIAL LOT BLOCK!SUB DIVISION V-✓w>F P-'-5 �nt4-t- ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 3 DESCRIPTION'OF WORK El ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES ❑N/A COA��Trt 1-4 r d L oZ.4 ❑MOVE ❑OTHER AN0 PROPERTY OWNER: CONTRACTOR: "'x;:ARCHtTEWIEN.GINEER 9.NAME: E: 15.CO.XPANY NAME: 23.COMPANY NAME: C 16.NAbtE: 24.LICENSEE NAME: ;T Eck{" 10.ADDRESS: 17.STATE OF FLORIDA LICENSE O.: 25,STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: ?z, ��r�+, fe- 32233 /67r Fr-a.,1c-i -4✓�. �,-I-ro 4P/, RYA. FL 32-27s T�?4, FC, 32251 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: z i- �zzz zyi-S/3;� 772- 13, 72 13.CELL PHONE: 21.CELL P 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL A 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: £ BONDING COMPANY: ' MORTGAGE LENDER: (IF OTHER THAN OWNER)- 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools, Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Q LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEM e OWNER or AGENT 5 CONTRACT042: (If Agent,Power of Attorney or Agency Letter Required) r Ruow,Only) G w Signed: r Date: to f Signed: Date: E� Before me this day of 2007 in the county of Before me this day of (\1 2007 in the uW oQ Q 0 Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared A [� a 0 If/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declara n&e V true and rate. ( true and accurate. W-0 Pi at Large,State of i J l.y��- 1,CmyofLLk No ary Public at Large,State of- County of ly nown ovally Known a ❑Prod. entification- Produced Identification- LL] Si ure: Notary Signature: W A i C'* C.KELLY a +a��+a, C.KELLY r P '; Notary Public- State Of Rod" ; Y P q� Notary PubUc- State of Florida W i _ £My COrrsdaaian Expires NOv 13,2011OL My Commission Expires Nov 13,201 cwFo L ../6/20C*mmission N DD 733963 's; ` Commission A DD 733983 Bonded Through National Notary Assn. '''f%,°;,�:.:•` goaded Through Nat"W Notay Asan. CITY OF ATLANTIC BEACH .s J 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- `` w! OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY b•-,r- - 2.VALUATION OF WORK: - 3:SO.FT.-UNDER:ROOF 1:JOBADDRESS;;; -7 A7 Atlantic Beach, FL 32233 5 •' 2�� 4.LEGAL DESCRIPTION. ,;" v-%_ _, < 5?CLASS OF WORK: 6.USE OF STRUCTURE: T NEW BUILDING [IDEMOLITION RESIDENTIAL LOT 7 BLOCK SUB DIVISION r(1 ti �! J?,J. '/'C-Pe---0,r- ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK:;`, ❑ALTERATION ❑ACCESSORY BLDG. 8 FIRE SPRINKLER: n ❑REPAIR ❑POOL/SPA ❑YES ❑N/A f 1❑MOVE ❑OTHER INO PROPERTY OWNER: CONTRAC-T,.ORa' ARCHITECT/ENGINEER: 9.NAME: 15.COMPANY NAME: Q 23.CO7v1,PANY NAME: I4th.is.�-s�'� )L,'5i+G-Lt' 6j, 11_.�ul e, 16.NAME: 24.LIC SEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: l9�/ c 3zz33 /L7� Frx.-t;' �0te__ 40!'f,27 v�,s�Jti✓� ,�I✓�Q Fe- 72-2- 11. 2211.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE. 20.FAX NO.: 27.OFFICE PHONF: 28.FAX NO.: W/-/222 2`Ji- 3C) 2 -1 Zz2 .i_-64&7 772 ,( 13.CELL PHONE: 21.CELL INE: 29.CELL PHONE: �3 _Z7.:7 i9 315/- 22?g 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: $ i FEE SIMPLE TITLE HOLDER: BONDING COMPANY #, MORTGAGE LENDER: 5 ;.. (IF OTHER THAN OWNER) 5t'-^,;4i, 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36,ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools, Furnaces, Boilers, Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. r WARNING TO OWNER: ** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF w COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEI T FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU x LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE EW--) a OWNER Or AGENT CONTRACTOR >. i . E-� (If Agent,Power of Attorney oAgean�Letter Required/); r�, /�� ': 4odlffler-O�ly) A. Date:G/ ��S' Signed: /G',-'P Date: Signed: ��..qq Qd Before me this 4K7dayof tit 2007 in the county of Before me this L _day of U 2007 in the oto a, Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared Q W herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declare In true and accurate. true and accurate. N ary Public at Large,State of _,County of V Notary Public at Large,State of �,County of PW, ,. Personally Known ''Q`rsonally Known 0 to Produced Identification- LI Produced Identification- ' l�(L) Notary Signature: Notary Signature: V p( C C.KELLY "�'�., C.KELLY ,��"'v�'�•., ti Notary Public-State of Fbrida +} Notary Public- State of Fbdit Commission Expires Nov 13,2011 COAB FORM BLDGO Z 007 C ._:My Commission Expires Nov 13,2011 r Commission M DD 733983 �'%9 ° Commission A DO 733983 Through I N�Assn. ��%'°R„Y.•r Raided Through National Notary Am. NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval 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: Lot 7, Block 9, Donner's Replat Address of property being improved: 75A—75B Simmons Road,Atlantic Beach, FL 32233 General description of improvements: Construct residential duplex Owner: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Ave.,Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Avenue Atlantic Beach, FL 32233 V` Phone No.: 904-241-1222 Fax No.: 904-241-4310 Surety(if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: 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 Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is specified): December 31 2009 Warning to owner: Any payments made by the owner after the expiration of the notice of commencement are considered improper payments under Chapter 713, Part 1, Section 713.13, Florida Statutes, and can result in your paying twice for improvements to your property. A notice of commencement must be recorded and posted on the job site before the first inspection. If you intend to obtain financing,consult with your lender or attorney before commencing work or recording your notice of commencement. THIS SPACE FOR RECORDER'S USE OWNER V Cinnor4• L Y —7 rla4c• /rS�/ —•` � r Habitat for Humanitye Jacksonville Beaches June 4, 2008 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat's application for building permits for 75A and 75B Simmons Road: 1) One(1) copy of Building Permit Application 2) Four(4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets (for each address) 7) One(1) copy of recorded Notice of Commencement 8) One (1) copy of letter to Ms Doerr regarding site drawing 9) One(1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 10)One (1) copy of letter to Mr. Carper regarding drainage, and erosion & sediment control plans. 11)One (1) copy of the Product Approval Sheet (for each address) 12)One(1) copy of letter to Ms Kaluzniak regarding pre-demolition plumbing services Please let me know if any additional information is required. Thank you, Sincerely, - Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org X 4' CHAIN LINK A E,--=E'CE h \1 55.39' (FI CD) x11.9 FOUND z" IRON r1 55.00 , FOUND 1/2• .RGN NORTH - - PIPE, NO CAP �} ��1 0" A,APHOR % PIPE, NO CAP - _ C (71 16•MAPLE =5--- _ —°-"�—p 400D =ENCE Y 3.D' U x m 11.5 a City of Atlantic Beach Xp 20"=IN10.5 E 1n Pisrr„Iny- and Zoning Department t Ihis pprovat verges compliance with applicable B L O C K °n 99 subdivision and other local land x STORAGE SWALE ev I pment regulations, but does not constitute Ppr d!�gft-oissuance of permits. Compliance ith onda Building Code and all other applicable j Z I cal State and Federal permitting requirements 10.5 us ea verified by signature of the City of Atlantic X 1 1.5 ea tie jldita® Official pri to the 1 suance of a ce Buil g Permit. 6' SETBACK _ x'' �.@Y• Q ommunity Deve pment iredor 2e•CAMPHOR �'y Date• � 1""PAL,t! 0 � O -- x �' g"CAMPHCft O 12.5 LOT 6 o L6 4 x11.4 , 3. 00 v x1t.s LOT 8 77- NOTE: `,4 to N GUTTERS SHALL BE �— N m PROVIDED ALONG EACH NEW DUPLEX FAMILY E SIDE OF THE BUILDING RESIDENCES o TO DIRECT RUNOFF TO 40'x32' THE REAR FFE=13.3 I CONSTRUCT SILT FENCE o TOTAL LOT AREA: 6,879 SF N TOTAL IMPERVIOUS AREA: 2,032 SF 12.5 BUILDING AREA: 1,280 SF d DRIVEWAYS & WALKS: 752 SF Y °18' � PERCENT IMPERVIOUS: 29.50% s". WILIO m o TYf�. ? °. Ci2AF M TL.EN #LOUD POWER POLE m A4 . 0 N 3ENCH MARK; `SET MAGNAIL do C - 1b. ° q DISK, LB 3072, ELEVATION=14..00 E 14— to MACH AIL & - PAL+ (`�� b FOUND •/2" IRON <. 5 O( 17_"PALM 1iJ4 330.70 P':PE, ILLEGIBLE a a. POUND 1/2" IRON d 330.71' (FIELD) °' .54.a9' (FIELD IPE, NO CAP U � 0 >>� �� EDGE OF PAVEMENT u CENTERLINE OF PAVEMENT 2 v v SIMMONS ROAD 0 10 20 30' RIGHT OF WAY (PAVED) 0 E E 'rn 8130 BAYMEADOWS WAY W., STE.202 POST DEVELOPMENT PLAN JACKSONVILLE, FLORIDA 32256 PHONE: (904)346-1777 SIMMONS ROAD PROPERTY FAX: (904)346-0087 HABITAT FOR HUMANITY Uj www.g-and-o.com JACKSONVILLE BEACH, FL FBPE No. 3935 BEACHES.HABITAT BLOCK 9, , MAP SHOWING SURVEY OF PAGE 02 ITER S REPEATASRECbRDED IN PLAT BOOK 19, PAGE 16 OF TIS CURRENT PUBLIC RE- CORDS OF DWAL COUNTY, FLORIDA. 6 L 0 C • K , 8 FN O. 1/2" I.P L B. No, 4435 (5 5-1 3' FIELD) ��-� W 55.00, L6, FND. CONC, MON, NONo, _..q� 1C/r ( S1R 6 it o�6 09 � t 4' WIRE/ J� FENCE . _ DEM' METAL es ESC!STI SHED m META-L„ R I oind COW.?E-�E 7 -- F- L O C -- -K 4 8 'MWr^ s I a LOT G o K Lor 13 W M 07 m N I N c �- N LS.I 8 � 1) ANGLES AS PER FIELD SURVEY. IO;R' l7 Z 2Eft PLAT ) NO B.R,L. AS P 6 T9 �MD , � � 3) THIS IS A BOUNDARY T ] SURVEY. O tXISTINCt Q WOOD' M LANDING ''1 N -"Co'. PEM o STEPS Z Q2 :• ExIST(N" 910 Ia ohm09. LL FN4 V2" I_P.f '551 ' 2 0.0 0' L.B. No.4439 ''0 E \FND. 1/2" I.P. (54.98 FIELD) NO' CAP S IMMONS ROAD 30 ' R/W (PAVED ) I HEREBY CERTIFY THAT THE PROPERTY SHOWN HEREQN LIF,�S.IN FLOOD ZONE " a, SE OUTSIDE 500 YEAR-FLOOD pLAIN) ASR MTIM CITY SFO ATLANTIC BEACH, FLORIDA. SHOWN , X"FLOOD HAZARD BOUNDARY M I HEREBY CERTIFY To FZWARD TURNER AND M5, B IN THE ABOVE CAPTION AND THAT �"RS THAT I 4AVE SURVEYED THE LANDS AS SHOWN AND THAT THE SURVEY REPRESENTED MAP IS A TAUS AND CORRECT RPRF RNTATION OF THAT SURLY AISIINISTRpTIVE CODE SPIER 21-cifi�6�AtIN6M TS MINIMU�1 T=.CHNICP.L STANDARL1a•OF Tf-IE FLORIDA FLORIDA LAND TITLE ASSOCIATION. }•ort. �>,� ��P�2�!>-�,�= ��O,10 jz'i • THIS SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL OF SURVEYOR SIGNED HEREON DONN W. BOATWRIGHT, L.S. FLORIDA REG.'LAND SURVEYOR No. 3295 DRALE: t r 2 BOATWAIpHT LAND,SURVEYORS,mc. DATE SIGNED- DRAWN BY: S.'7.ti'�fLT�-1 1401 PENMAN ROAD(SUITE D' F.D. t :_ o- 3 o t JAGICSONVICL E.BEACH . aP L_4 J g go FLORIDA 241-6550 SHEET i OF l FORM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat for Humanity, Beaches-tory 3br Builder: e7A1_NES H�i3t ry4T Address: i .5<N1 �1. ,c�y Permitting Office: City, State: ATL. 3E = ., Fl .jZ Z.73 Permit Number: Owner: I�EAyCI. C-j AAJ 01 Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:24.0 kBhvbr 3. Number of units,if multi-family 1 SEER: 13.00 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1216 ftz _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.5) 120.1 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.58)120.1 ft2 _ b. N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 115.0(p)ft _ c. N/A _ b.Raised Wood,Post or Pier R=11.0,25.0ft2 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=13.0,970.1 ft2 _ EF:0.92 _ b.Frame,Wood,Adjacent R=13.0, 128.0 ft2 _ b.N/A _ c. N/A _ d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DEP-Dedicated heat pump) a. Under Attic R=19.0,660.8 ft2 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 120.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) Total as-built points: 16693 PA c Glass/Floor Area: 0.10 Total base points: 18608 S7 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with th y specifications covered by this �4Z1iSs Code. ? J"ft_ C' calculation indicates compliance with the Florida Ener Code. PREPARED BY: Before construction is completed Ig 555 DATE: / - 1 7-C� this building will be inspected for s 1 hereby certify that this building, as designed, is in compliance compliance with Section 553.908 4 with the Florida Energy Code. Florida Statutes. cOD WE OWNER/AGENT: BUILDING OFFICIAL: M DATE: DATE• 6-lo-o 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5.2) FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ., .+;,_,....., , Ft, -:12 2 PERMIT#: BASE AS-BUILT Summer Base Points: 15119.7 Summer As-Built Points: 14415.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points S stem - Points) (DM x DSM x AHU) (sys 1:Central Unit 24000btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 14416 1.00 (1.09 x 1.147 x 0.91) 0.260 1.000 4264.2 15119.7 0.3250 4913.9 14415.7 1.00 1.138 0.260 1.000 4264.2 EnergyGauge) DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ., . ,ft , FI, Y22-13 PERMIT#: BASE AS-BUILT Winter Base Points: 10450.0 Winter As-Built Points: 8790.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) - (DM x DSM xAHU)— ----- (sys 1:Electric Heat Pump 24000 btuh,EFF(7.7)Ducts:Unc(S),Unc(R),Int(AH),R6.0 8790.2 1.000 (1.069 x 1.169 x 0.93)0.443 1.000 4524.1 10450.0 0.5540 5789.3 8790.2 1.00 1.162 0.443 1.000 4524.1 EnergyGauge rm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ., . ,a 1 a c� , FI, Y I-Z33 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/sq.ft.door area. _ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames, surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility 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. V Flows 606+ABe.i. .2 'u'ui,5/upeiiiiiys>1/8"tseii.uduiiit�55baL;kfzidbytiu55uijuirititietribur5. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed / to the perimeter,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 ✓ conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir / breaker electric or cutoff as must be provided. External or built-in heat trapre uired. V 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 efficient of 78%. Shower heads 1612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge) DCA Form 60OA-2004R EnergyGauge@/FlaRES'2004R FLRCSB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Habitat for Humanity, Beache Family Type: Multi Address Type: Street Address H Owner: t:C� 3 )-�-3„-)-,)Wew/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 3 Subdivision: N/A OBuilder Name: C-��y�:�, (��.b;.} Conditioned Area: 1216 Platbook: N/A w Climate: North Total Stories: 2 Street: 73-8 149Cf JL Permit Office: Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: 45 City,St,Zip: J�.nf'dJ >6 �.,FI, # Floor Type R-Val Area/Perimeter Units y # Door Type Orientation Area Units 1 Slab On-Grade Edge Insulation 0.0 115.0(p)ft 1 1 Wood Exterior 20.1 ft' 1 0 2 Raised Wood/Post or Pier 11.0 25.Oft' 1 0 2 Wood Exterior 13.8 ft' 1 J QLL # CeilingT R-Val Area Efficiency--- - nder c 19.0 660.8 ft' 603.8 ft' 1 Z 1 Central Unit SEER:13.00 24.0 kBWMr _Z J ._� p W O V Credit Multipliers: None V I Credit Multipliers: None # Wall Type Location R-Val Area Units # System Type Efficiency Capacity 1 Frame-Wood Exterior 13.0 970.1 ft' 1 Z 1 Electric Heat Pump HSPF:7.70 24.0 kBtu/hr ..1 2 Frame-Wood Adjacent 13.0 128.0 ft 1 J � W = Credit M�ullttiplleeRm: None HH�� p # obAtl'on Lo�eadon �ocationleru��y Lend # Panes Tint Omt Area OH Length OH Hght Un L 1 D,U=0.49 SHGC=0.58 NE 9.0 ft' 1.5 ft 14.0 it 1 1 Uncond. Uncond. Interior 6.0 120.0 ft 2 D,U=0.49 SHGC=0.58 NE 6.3 IF 1.5 ft 13.5 ft 1 V 3 D,U=0.49 SHGC=0.58 NW 15.6 ft 1.5 ft 16.2 ft 1 4 D,U=0.49 SHGC=0.58 NW 15.6 ft' 1.5 ft 16.2 it 1 5 D,U=0.49 SHGC=0.58 SW 15.8 f' 2.0 ft 6.2 ft 1 6 D,U=0.49 SHGC=0.58 SW 15.8 ft' 1.5 ft 6.2 It 1 Credit Multipliers: None 7 D,U=0.49 SHGC=0.58 SW 15.6 ft' 1.5 ft 6.2 ft 1 # System Type EF Cap. Conservation Type Con.EF 8 D,U=0.49 SHGC=0.58 NW 6.0 ft' 1.5 It 4.0 ft 1 9 D,U=0.49 SHGC=0.58 NE 20.8 ft' 1.5 ft 6.2 ft 1 Lij 1 Electric Resistance 0.92 40.0 None 0.00 (n # Use Default? Annual Operating Cost Electric Rate 3 1 Yes N/A N/A p W _Z EnergyGauge®(Version: FLRCSB v4.5.2) I� F Residential&Light Commercial H1/AIC Loa�Js . Elite Software Development, nc.Habitat For Humanity, Beaches 1216 Sf ville, FL 32266 Page 2 j et Reportl Project Inftti Otion --- Project Title: Habitat For Humanity, Beaches 1216 Sf Designed By: Jim Williams Project Date: Monday, December 17, 2007 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code 604-A form Client Name: Habitat For Humanity,Jacksonville Beach Client Address: 1671 Frances Ave Client City: Atlantic Beach, FI. 32233 Client Phone: 241-1222 Client Fax: 241-4310 Company Name: Home Energy Services Company Representative: Jim Williams %lullipcifly duress- 2080 avis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: ,Design Data - Reference City.- Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 50 72 37 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 756 CFM Per Square ft.: 0.618 Square ft. of Room Area: 1,224 Square ft. Per Ton: 645 Volume (ft') of Cond. Space: 9,788 Air Turnover Rate (per hour): 4.6 Building Loads Total Heating Required With Outside Air: 19,118 Btuh 19.118 MBH Total Sensible Gain: 16,616 Btuh 91 % Total Latent Gain: 1,672 Btuh 9 % Total Cooling Required With Outside Air: 18,288 Btuh 1.52 Tons (Based On Sensible + Latent) 1.90 Tons (Based On 73% Sensible Capacity) Notes ----—— --- - — Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i i I Si =E ht Commerelal HVAC Loads Hitte, PLUM, Pa. e 4 Load Preview Report Has Net Ree ft.Z Sen' I,at Net Sera $ Sys Duct Sc©pe RED Ton Ton /1 on' Area Gain Cain, Gain. Apt Loss Gi NI: CSM C. 1N Srze Building 1.52 1.90 645 1,224 16,616 1,672 18,288 19,118 387 756 756 System 1 ^�;:, 1.,,_ 1.90 645 1,224 16•,616 1.672 18,288 19.118 387 756 756 16 Duct Latent 447 447 Zane 1 1.224 fl-5.616,616 1.22 5 17.841 19,118 387 756 756 1 fi 1-Kitchen 108 2,918 227 3,145 1,380 28 133 133 1-7 2-Dining Room 105 1,929 62 1,991 41050 82 88 88 1-5 3-Powder 49 330 12 342 1,494 30 15 30 1-4 4-Living Room 350 4,315 697 5,012 5,169 105 196 196 2-6 5-Br 2 iio i.gin 7n 1198c 1,961 4D, 87 87 1-5 143 1,518 30 1,548 1,354 27 69 69 1-5 7-Laundry 42 306 18 324 386 8 14 14 1-4 8-Bath 68 777 32 809 861 17 35 35 1-4 9-Master Bedroom WIC 33 449 35 484 608 12 20 20 1-4 10-Master Bedroom 154 1,951 42 1,993 1,712 35 89 89 1-6 11-Stairway 42 214 0 214 143 3 10 10 1-4 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. I FBufilding al&Llghf Cortimercfai HVAiC Dads ICt�:: t a'10 110Hab►#at e,FL 32266 Pie Chart Infiltration 6% Floor 24%� ,Ductwork 19% ��ilding oss Roof 4% Door 3% 19,118 Btuh Wall 22% Glass 22% Floor 00 Roof 6% ED Excursion 6% Infiltration 4% Wall 16% s o . -.Ductwork 21% Building Gain 18,288 Btuh Glass 22% r' s. Equipment 13% Door 20 � /° People 9% i i FORM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat for Humanity, Beaches- story 3br Builder: prq-c i4c-S M�r�'sjTAT Address: 7S� z5_/,-4,4-4 0,^>s :1. Permitting Office: City, State: Art- 3E,�•M ., FI _y'Z Z.73 Permit Number: Owner: 13E�c�4c-j l 'i- Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:24.0 kBtu/hr mil _ 3. Number of units,if multi-fay 1 _ SEER: 13.00 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1216 ft2 _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.5) 120.1 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.58) 120.1 ft2 _ b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 115.0(p)ft _ c. N/A _ b.Raised Wood,Post or Pier R=11.0,25.0ft2 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=13.0,970.1 ft2 EF:0.92 _ b.Frame,Wood,Adjacent R=13.0, 128.0 ft2 _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0,660.8 ft2 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 120.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as-built points: 16693 PASS Total base points: 18608 I hereby certify that the plans and specifications covered by Review of the plans and ZHrs ST this calculation are in compliance with th � y specifications covered by this o4 , ArA Y, Code. ". °-" `'°$ calculation indicates compliance PREPARED BY: with the Florida Energy Code. E. Before construction is completed DATE: this building will be inspected for O I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Co e. Florida Statutes. ooD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: o DATE: /© -o _1y' 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5.2) FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 71- _ /-.ti I r; 1.7. ADDRESS: ., . ,,f, _ ., FI, � �� PERMIT#: BASE AS-BUILT Summer Base Points: 15119.7 Summer As-Built Points: 14415.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 24000btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 14416 1.00 (1.09 x 1.147 x 0.91) 0.260 1.000 4264.2 15119.7 0.3250 4913.9 1 14415.7 1.00 1.138 0.260 1.000 4264.2 EnergyGauge-"' DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 7-Y-A ADDRESS.- ., . 4,e PERMIT#: BASE AS-BUILT Winter Base Points: 10450.0 Winter As-Built Points: 8790.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh,EFF(7.7)Ducts:Unc(S),Unc(R),Int(AH),R6.0 8790.2 1.000 (1.069 x 1.169 x 0.93)0.443 1.000 4524.1 10450.0 0.5540 5789.3 8790.2 1.00 1.162 0.443 1.000 4524.1 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS.- ., . �1G G , FI, 17 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames, surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility 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---- 606.1.ABe.1. .2 Pei.,ctiatiuiib/upenings->1/8"Seaieduiiiess-b ' mt-rnernbers--- ---- -- EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed / to the perimeter,penetrations and seams. t/ 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; j attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is V/ 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 conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir / breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. V 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. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge TM' DCA Form 60OA-2004R EnergyGaugeS/FlaRES'2004R FLRCSB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Habitat for Humanity, Beache Family Type: Multi Address Type: Street Address V Owner: - -' flew/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 3 Subdivision: N/A OBuilder Name: 14,�,N,;?;�.* Conditioned Area: 1216 Platbook: N/A 0 Climate: North Total Stories: 2 Street: -k,- c .J5 / CL Permit Office: Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: 45 City,St,Zip: N # Floor Type R-Val Area/Perimeter Units # Door Type Orientation Area Units 0 1 Slab-On-Grade Edge Insulation 0.0 115.0(p)ft 1 � 1 Wood Exterior 20.1 ft2 1 O2 Raised Wood/Post or Pier 11.0 25.0ft' 1 O 2 Wood Exterior 13.8 ft2 1 i 0 LL # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity (7 1 Under Attic 19.0 660.8 ft2 603.8 ft' 1 Z 1 Central Unit SEER:13.00 24.0 kBtu/hr _Z J _� p LU O U Credit Multipliers: None U Credit Multipliers: None # Wall Type Location R-Val Area Units # System Type Efficiency Capacity u) 1 Frame-Wood Exterior 13.0 970.1 ft2 1 Z 1 Electric Heat Pump HSPF:7.70 24.0 kBtu/hr J 2 Frame-Wood Adjacent 13.0 128.0 ft2 1 J � LU Credit Multipliers: None # SupplY Return Air Handler Supfly Supply # Panes Tint Omt Area OH Length OH Hght Unit Location Location Location R-V�I Len 1 D,U=0.49 SHGC=0.58 NE 9.0 ft2 1.5 ft 14.0 ft 1 1 Uncond. Uncond. Interior 6.0 120.0 It 2 D,U=0.49 SHGC=0.58 NE 6.3 ft2 1.5 It 13.5 It 1 U 3 D,U=0.49 SHGC=0.58 NW 15.6 ft2 1.5 it 16.2 ft 1 4 D,U=0.49 SHGC=0.58 NW 15.6 ft2 1.5 it 16.2 it 1 0 5 D,U=0.49 SHGC=0.58 SW 15.6 f' 2.0 it 6.2 ft 1 Credit Multipliers: None 6 D,U=0.49 SHGC=0.58 SW 15.6 ft 1.5 ft 6.2 it 1 7 D,U=0.49 SHGC=0.58 SW 15.6 ft' 1.5 it 6.2 It 1 # System Type EF Cap. Conservation Type Con.EF 8 D,U=0.49 SHGC=0.58 NW 6.0 ft' 1.5 ft 4.0 It 1 9 D,U=0.49 SHGC=0.58 NE 20.8 ft' 1.5 It 6.2 It 1 UJ 1 Electric Resistance 0.92 40.0 None 0.00 U) # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A p LL p W Z EnergyGauge®(Version: FLRCSB v4.5.2) Rhvac-ResidentiaCBtight Commercial HVAC Loads Elite Software Development, Inc. i BiltRite Habitat For Humanity, Beaches 1216 Sf Jacksonville, FL 32256 Pa 2 Project Rep©il � General Project Information Project Title: Habitat For Humanity, Beaches 1216 Sf Designed By: Jim Williams Project Date: Monday, December 17, 2007 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code 604-A form Client Name: Habitat For Humanity,Jacksonville Beach Client Address: 1671 Frances Ave Client City: Atlantic Beach, FI. 32233 Client Phone: 241-1222 Client Fax: 241-4310 Company Name: Home Energy Services Company Representative: Jim Williams - ----- Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 50 72 37 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 766 CFM Per Square ft.: 0.618 Square ft. of Room Area: 1,224 Square ft. Per Ton: 645 Volume (W) of Cond. Space: 9,788 Air Turnover Rate (per hour): 4.6 Building Loads Total Heating Required With Outside Air: 19,118 Btuh 19.118 MBH Total Sensible Gain: 16,616 Btuh 91 % Total Latent Gain: 1,672 Btuh 9 % Total Cooling Required With Outside Air: 18,288 Btuh 1.52 Tons (Based On Sensible + Latent) 1.90 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I i I i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. BiltRite Habitat F'or Humanity,Beaches 1216 Sf Jacksonville, FL 32256 Page 4 Load Preview Deport Has Net Rec fl.z' Sen Lat Net Sen Sys` Sys syr DWct Scope AED Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFMCFM CFM Building 1.52 1.90 645 1,224 16,616 1,672 18,288 19,118 387 756 756 Svstem 1 No 1.52 1.90 645 1.224 16.616 1.672 18.288 19.118 387 756 756 16 Duct LatEnt 447 447 on 1 1.2,_, 6 16 2 2 t 17.841 19,1 18 387 755 ;'56 1-Kitchen 108 2,918 227 3,145 1,380 28 133 133 1-7 2-Dining Room 105 1,929 62 1,991 4.050 82 88 88 1-5 3-Powder 49 330 12 342 1,494 30 15 30 1-4 4-Living Room 350 4,315 697 5,012 5,169 105 196 196 2-6 5-Br2 130 1,910 70 1,980 1,961 40 87 87 1-5 ��- - - - -- 143 1,518 30 1,548 1,354 27 69 69 1-5 7-Laundry 42 306 18 324 386 8 14 14 1-4 8-Bath 68 777 32 809 861 17 35 35 1-4 9-Master Bedroom WIC 33 449 35 484 608 12 20 20 1-4 10-Master Bedroom 154 1,951 42 1,993 1,712 35 89 89 1-6 11-Stairway 42 214 0 214 143 3 10 10 1-4 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. i I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. BiltRite `}' Habitat For Humanity, Beaches 1216 Sf I Jacksonville, FL 32256 Page 6 tEuildinq Pie Gl7rt Infiltration 6% I Floor 24% \� Ductwork 19% Building toss Roof 4%_ -Door 3% 19,118 Btuh Wall 22% Glass 22% Floor 0% Roof 6% ED Excursion 6% Infiltration 4% Wall 16% Ductwork 21 Building 1 - Gain 18,288 Btuh Glass 22% Equipment 13% Door 2% People 9% e� 0 9z a xo 4.1 a Cd o w w A o 121 tf o 0 O � b H a U o A cn O � ° tn (W� 2 O O N O o 0 C � b o 0 00 y o cn o U vU cC U kr) o ? Acn o coo u cd A Z d �� c W o Z o o 3 o Q O U U C U y cn Edo V] �i d i..i V1 x U Q > 0 2 Cl W •- N M �p 3 -- N M n p [� 00 O� -- -- ci M ti d A O a as as as � n v� A ,6 110 en v as as d ww ww W H d O F U W � H � a� G� c rA o � z � I 0-4 U U O W d a� 0 c O d 3 > o a� .y o � �, o dn � � ~ 91 bi) Cl C41 En vnv°) 04 p., cV ri �i cri t In � oo a; N cri 4 ki 11O [r-: oo °� ~ ti , d A a O M w N It � oM x N "t N U w w www w d W H d H w O H x W o � � v� � •� H o CIO b o a PLO 0-4 O 0 '° O a ani Z C, O � Qa1v� UawO a � Hw wUUa, rn0 W •� Cx/� •- N M �p l� r% O - N M �t vi �p [� 00 °1 -- N O c) O O U � U a •� U 4° �° M M d Q O Q H °� a>i N + -C U bo b �I Was o C' Cl) x o �. b O � ° cts w d W ° ca � x W bay > � 3 w rZ �. cd bo ci3 ID 1401 0 � OLO)N .; N N 00 a -� O r- U ° Q U W H p � cl AUS W o � � •v 'rs � .� � >' d � o a a C* 0 o � a a cq o w w as p o o 00 U O p b 0 p b o d .. O� O � V cd O O Gj Pro v o Q N IdW ^o o > a C-4) b O ua aj C-1 � ¢ b4 kn .. p cn A 7gb -9 cO Qw to y V] d a/ O O c� 3 O U U b c N 3rA C13 CC'dl Q O tz Iti vi N cn rt v i �O t� 06 c� r, ,- d A a U a s a s � ww ww W A E� H d w O H U W � a� rA Cd 'n > � z o � bi) U U O W bio cd cd � o a� oas ld ., ., Qr + cd co a V] y rn W p 'C O O O O O a' N O 3- O Cd V] O O5 04 Ri U QI •--� N M r— 00 C� l� 00 O� — ^-" .--i — — — — U A d A N O� �• dam' N --� U w w www w d W pq u F F d w O F x F � � a w C� d rig x H W U cn b c� a� a Q U F ; 94 Ln Q� b Zi Cd O F W Orpa� W Q ,� 1 �;CA Q x F oom cd � Ggri) U � W O FO � H W C� uo c, L) U N M V 00 01 '-. � M� un c V Z o � � U •� r+pr +�+ 7d N a p •�, y v" U `° ° M 42 u N 4.1 Cd M G4 cd cd Cf) N d W as x o .. cd 7 .� a 0 `" Hd i 1-4 � �, z 'Cd 64 �+• > as ° c� 0 ccq3 p M C) M 0 3 orAU .•. Cd U o 9b a� 45 cli s p Cd ° d U U U 7:!rA7S. y 8 Sentncon 40 Sentricori Colony Elimination System TEAMIDOR° Colony Elimination System TERMIOOR, GreenFrog �.� uLL G,�,� E ,..,,: GreenFrog o,W= „,..„„�_.,,,„, PEST PREVENTION PEST PREVENTION 159 19TH SL • JACKSONVILLE BEACH,FL 32250 • (904)242'9002 159 19TH ST. • JACKSONVILLE BEACH,FL 32250 • (904)242-9002 Notice of Inspe tion and/or Treatment Notice of I pectimi d/or Treatment og ec n a Date of Treatment Date of Treatment --------------------- Pesticide Used Pesticide Used Wood-Destroying Organism . Wood-Destroying O anism Treated Pursuant to Chapter 482,Florida Statutes,482.226(6),this notice is required to he Pursuant to Chapter 482,Florida Statutes,482.226(6),this notice is required to be stud.Any licensee who performs control of any wood-destroying organism shall posted.Any licensee who performs control of any wood-destroying organism shall poll st notice of said treatment immediately and adjacent to the access to the attic ll post notice of said treatment immediately and adjacent to the access to the attic or wl area or other readily accessible area of the property treated. crawl area or other readily accessible area of the property treated. craState law prohibits removal of this label State law prohibits removal of this label except by property owner. except by property owner. Have Your Home Protected By Greenfrog Pest Prevention! Have Your Home Protected By Greenfrog Pest Prevention! Guaranteed Termite Protection! Guaranteed Termite Protection! (904) 242-9002 (904) 242-9002 (800) 575-3764 (800)575-3764 � : __ ( )_ 0m $ m 0 � 000M> /fes . \ - ƒ ƒ//fE§0" . .. H mmm==>mo= . . I=Ioezr=o > 0 _ w � } \ \ § j -110 eo . � \ � \� ' \ $ � cm-am2ox /2 2--jm> 0in) a >§§§gto * mix cr� / SSoc = g m=D I _140 _;¥ 0 0 0� 0 a |a a. d C) C) o: o . . L L L > ? �G §E / EE9 S /$2 ' �� \ \ \ C \ \> >k \7� FE t\�00 _ --1 Z2:0 No/�� tz �I- _ oz § \ Homme @nmN &@� m� �R2: G \U\ R\C)\\ m � gw %a77 0X72 ® ® \ \ :ri� e a ® �m� § R 2e e § / £ w ° CD =r N3 _ <k / S � (, \{ \ \ � m ®o \o\ . m m k 6 -u §E« m 0 } 000�/ o>0 ' o c= . CD \ \\\\\\\C)\ . . \ C) ] _ H I 7 ( \ as -80 3 ) \\§§§k . { z zz a . \ x m , omem2o» } //%%/// \ H\@ @' m-m=<c ! . ° iq & b®ml //I m ; _ e[# �69e ol0 a: b LLL2 ƒ( 0 2 0 /2 >/ q � \ / §\ CD— S §2 } Ac ) \a �(n/k �� \\/ /\\�0 \ \ 2-Io roc M M OD CD , a �m� - > 9 Q�I� i;3 Cl) N0ƒmq = E \ cok�G C) CL Rggi% - ° \ >®CO% /\\� o_mQa <� _ \ ¥- 9 g a � m ' �o ; r - \ @ CD 2 \ / 8 § t \ 7 G � e I � � � NORTH B L 0 C K 8 �K 55.39' (FIELD) X11.9 55.00 0� ., 11.4 --X12 !� ...;; ._..: :: :.X..... \ C 12. 71.8 12.0 Y11.2 U 14 m 11.8 X11.7 X11.9 I U �....?.:':'... N X11.3 X11.41 H 1D.8 11.1 X11.5 p x1,.7 B r—O C 9 STORAGE SWALE X11.4 �ns 10.8 x,t.4 11.8 _- 6' SETBACK 9.0' SETBACK x11.7 LOT 8 w 0 —— �O 12.5 LOT 6 p (,(i 4 i11.4 1 3 O v x11.5 I I 10N / / N t u1 ONE STORY FRAME NEW DUPLEX FAMILY i RESIDENCE E RESIDENCES NOTE: / (40'x32') I FINISHED FLOOR I ELEV 13.0 112.4 I GUTTERS SHALL BE FFEO= )13.3 00PROVIDED ALONG EACH Lo SIDE OF THE BUILDING CONSTRUCT co / / SILT FENCE 1 TO DIRECT RUNOFF TO _ 1 0 THE REAR W s O F — O Y N 18' :o a I I m j EYP. .2 �a a } I {I I O .n l:. ':: '.•s ,�` "tt��" _ y - 1 _ — � 11.4 a 330.70' 13.8' S5 00' ....,: 330.71'(FIELD) TYp, 4.89' (FIELD)` ILI 0 EDGE OF PAVEMENT CONCRETE NEADWoGUARD R fy CENTERLINE OF PAVEMENT _ u I j 6 Idl It E SIMMONS ROAD ci 30' RIGHT OF WAY (PAVED) CONCRETE NEAowAu m U C O U TOTAL LOT AREA: 6,879 SF U TOTAL IMPERVIOUS AREA: 2,032 SF cl BUILDING AREA: 1,280 SF a DRIVEWAYS & WALKS: 752 SF 0 15 30 PERCENT IMPERVIOUS: 29.50% E E .n C. 8130 BAYMEADOWS WAY W.,STE. 202 POST DEVELOPMENT PLAN > JACKSONVILLE, FLORIDA 32256 PHONE: (904)346-1777 SIMMONS ROAD PROPERTY Cf G FAX: (904) 346-0087 HABITAT FOR HUMANITY Li www.g-and-o.com JACKSONVILLE BEACH, FL 17 nl_ znzc Greenhorne & O'Mara Inc General Civil Comp. NeB Transportation Date: 4/17/2008 Envionmental www.g-and-o.com Habitat for Hummanity, Jacksonville Beach Atlantic Beach, Florida Permit No: Address: 75 Simmons Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 6,879 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) Wtd "C" Impervious 890 6,879 1.00 0.13 Pervious 5,989 6,879 0.20 0.17 Runoff Coefficient(C) = 0.30 Runoff Volume V= 0.30 x 6,879 x 9.3 / 12 V= 1,618 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 6,879 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) Wtd "C" Impervious 2,032 6,879 1.00 0.30 Pervious 41847 6,879 0.20 0.14 Runoff Coefficient (C) = 0.44 Runoff Volume V= 0.44 x 6,879 x 9.3 / 12 V= 2,326 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,326 - 1,618 DV= 708 ft Retention Stormwater Calcs_AB-onsite Retention 4/17/2008 Greenhorne & O'Mara, Inc 6; General Civil comp. NeB Transportation Date: 4/17/2008 Envionmental www.g-and-o.com Habitat for Hummanity, Jacksonville Beach Atlantic Beach, Florida Permit No: Address: 75 Simmons Road Provided Storage: Elevation Area Storage (ft) (ft) (ft) 10.5 633 0 BOTTOM 11.0 872 376 11.5 1,111 872 TOB Required Treatment Volume= 708 W Supplied Treatment Volume= 872 W Retention Stormwater Calcs AB-onsite Retention 4/17/2008 -1 Z F = c� z OCm r = m �(n � z D z -i Z fT1 D ,ZC7 i o � r0 D O rTl �m o 0 p Ti rTi p�i COD C O Ln 0 Zmz � � a) 0zp -0 D �-+� --I 000000m CO m m -< DD = rip � m=m = mmmmmmm N O CA err m � D N O O ��Z z z z z z z F �C7 O -O Z -<5' � 00 0000 Z D O )o DD C7N (n Z fTl II O ririr�Tlririm o 0 Z -I O C m ;OP. M � .. .. to to .. .. -D O T OD °D p = { O > r _ -< O Z z n oo LO co 0o co 00 � m z m z 10 cOo DmCO 0 (1nz r X 0M Q m cDOpC OC! D Dc Ln 0 (� --0 D n = Z 00� 0 �I O O po W N D ter = Dom U) D O !7)-1 � o � Ln (j, og0 =1 cn �^; �_ _Om � o � g < - - - _ cn O c I AA D� DQ > DDZ o �mO Z m M NZ z z = o 0 > (7 ;0 � CO OC �O N, Z-uZ > LA N m Cil ;0 �_ F 00 >m co G p Cl) O .. O D N W u Q) z c: w D DN ' M O v r O .. n O � I 'm- m pm -u XO m O (-n v C) z C)D ma rm- ;7CZOD OOn � O � OrZ clrrr, u) N=Z mCf) Zn Nm D m C/ / O Z p v C -9 Z) -I O D D z r n c D D- I x O Dcn m a mZ cc N r T cn � D � rC 0� � /� z m -jr- to m 1 C pOp Z 0 ITI D m Qi f: --� < O m = o m 0 to L r Z p ` D m Om D m y r xn r I p m z o ~ cn D 0 z K -�, Z o S Q � me z �- CD z o m 0- M I �N W C �� rn N z D oFl- _ < I n � o m Z rn v _0 -q c-) z T -I 1 m n opo DZC) � � I > 71 � D pZ � O Zmz1N o v D � — � � to D rW f� D W < _ � .cnno o� () o c I I 7 mC nD ZD 00 z :U :il . (/) C_n 0O r0c0 � O � MZ m0 z 0cl OO � Dm -1 0m Z Q� N = Cn0 D m G7 W =1 � _ :T7 m > f _ � W � . r-- mzLz z D D> I mc m rn m N rn � � -rIDW m C 24"PIP= _ W N � CZ -� Z m C4 IPE o O KD Z0 -q D O w W D M � O If N F :U 2 cO;U z OCr O m r r = m vcn� z -nM00M> z p 2 0 r xom o m D n � �o � K0 D o moc - : : :o cn mCOO Z p -D < -u- M -� 000000 - W N Z m � D < = fT1 p� ;;Q D m= ; = m m m m m m nl prD = � _! � m zzzzzzLn r r.� co 0 � �o m � Z � O N C) oz �om 000000N o D N o .. co z - 9 C� Ncn m M I! 0 - (A n00Lf) 0 mmmmm o WCO o vn o oma O7) m �Om D m � C °� o mo =o -< \ID X o ,z 0 � 00 Ci0 -Ocoo ( � m z �z V) o 0 �p D fNTI C O U1 z r y co �-.Zl p= m -P C1 O U� .T�1 .-CD7 >J �In D -i -Ti n _ z oK o coWocDn�� N co o ro Xr = DOm � D 0 0 �o� -Ti c�no � cno � cn w- ,om -� o � :< Ln o - _ o c I �o m r nmZ omo c z %U Nz D � Zp -i Z D i - 0 -Mm 00 m (< c m m C � cD o 'n (n 2 > m . M < Z _ oO �c D DO mM F _W77 c D D m O r fTl (,nz m -I w Orn,0 = p O m cn cnD I o R rn rN*1 = -p K Om cn� D -� _ ;o om r �7C Z D oon i �r OrZ 0 m N �=Z OmZ rn n Jr- W D �7 m � r� N o z o -� 1 -� p D D z m R o z D D- I� O � O Do Ni o <c r _ <z CA COD � Or D � z m0 mr m � z m < N (D rrI m 0 t o v D m r m Z vo > m Om 2£: -C � M X M. p m o � Dz zI D O z o -0-q 0 5 Q m 9: mZ zo CID o- M I DN co D C o Z � - - - n 00 0I Vo IZ m rTj� p CO C D = I y m O o DZ ;1 � p (n cn— < M, a pZ O Z D c Ln o v r > y C -� _ C7 r co (7 ---I < < Co frl N _ c Cep " OZ ZZ -� _. Z m C-g-i C7:o � Z):d D N Cin 0 2 0OpW � O R' 0_-I Dz E5no Z D O -< D m c) m � p D 0 Cn -n cm 0 LO _ zn.� O = � xm . o D -1 CD o 0 cn v c > r- r- = z D � = c D z O D m r r m �? m N z -� QJ m 24"PIPE _ N ' C Z m M T1 Z m �4 PIPE — — J o z Z n i0 D 0 (Tl o o O K: D Z ?1 o r C(-)Z Z O O 0 co � m � m O I� v W N rQ U1 r O rn a; Imo mz r� o Iz� W o f7 N 124.82' (FIELD) m z o 125.00 m —i Z D o ✓ J X---X—X—X—X—X--X X--7 W -I rn o „ 4' Ox(WIRE FENCE N 0' IN 1 m OOO31.8m () 'J N N) X m 07 w n \ z m O m J Lo m o to -� D o Z o N \ mrrl � m OF CP z El m p fT1 O ao z 0 �N m m z DX ��' a 125.00' D �N co I 'W z m X N( ❑- 124.53' (FIELD) ^^ O I -•O o I �I� u 0o a QNB ll OD L4mZ r � N L I`° -1z m ?rN� o moon o _ c° m0 I of 00rn 'I N 0 m0 m _ 31.8' J —1 -n > J n n m 8.6' - - - NI— T — mcn A __ Cm JO oL_ J v m —I � T p •—• _ m W o oo --Im • A I m- rn ma mA z 125.00' o Z -� W 124.53' (FIELD) 00 0-: r'n_ O v n^ z C7 00 C m v 0 m O - - - �, z - - - - — � Z 0z C IXI T' I ro o o � r m Z o I -� z Ln C15 v _ J K � m=ZLr)TM 00I m 0m < p oo > I m I w ,00zm0 I o � J / D 1 ' 1 1-- - - - - - - - - - - - D Cl) 0 .Q --< / z m —I o oa � � r r 00-1 mo M 0 r o APPROXIMATE TOP OF BANKO O I D D I T C H Lo Ln D r f'l II IJ O r O rn Ido mz o I�� C7 N 124.82' (,FIELD) z �� 125.00 m z C _ --'s- O X—x—x— X—X—X—X—x4- OM p �� v 4' H3GWIRE FENCE N v' 0C1 — �- i N 71m mNm --imr- ti D TL -,- - - -3,-8• N� mco > mxp low �p � /\ I ocmn N �� --i0 --i lom yN) r--o I? cVn z 1° � 124.82' (FIELD) O N m '`' Dm � � 1125.00' m $z" ' � z ,p z m�N z �m O m z rte*, X Z7 O N -i m N W -r1 T1 o 0 D El 2 N -i 0 V p W o o > � � m ' � r = m c cnz m o ODM mr Em� o -iMD N O 0O m a m (n O c 6, 3t.�8' vm-1 f v • + • T m v0 co 00 O mA 125.00 ZZ z_ T1 124.53' (FIELD) S oN mz W i po r_ zI �o z n p m I z mOz W = z O m - - - - - - - m= ZN -mo I oo � � � ` o° � D (n I i pD r D - Z - - - - - - - - - - - J 0 m/ OM c � z 0 —< F p m � r O - 1� APPROXIMATE TOP OF BANK I n O p 1 D r c� N D D I T C H cn D r m u tJ O CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD C ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000777 Date 9/15/08 Property Address . . . . . . 75 SIMMONS RD A Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �- CITY OF ATLANTIC BEACH 08 -J--L-Liam i :i•. 800 SEMINOLE ROAD.ATLANTIC BEACH,FL 32233 _. OFFICE: •FAX NO.:(904)247-5845 ;1%i 7 BUILDING-DEF'TQCOAB.US DUVAL COUNTY ELECTRICAL PERMIT APPLICATION 3.DATE 2.IS THIS A SUB PERMIT: 1.JOB ADDRESS: ^� ❑NO �—�� 1_.—. r I I Yl I 9-YES PERMIT#. man�l C h FL 2233 PROPERTY OWNER: g.PHONE: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: � CCK L+ c: it I �� tJ ELECTRICAL ON RACTOR: 7 ME OFC 8.ADDRESS.: ^ h C�l� t (� ��PANY:, r. I L E: � '��7�2296 ,o 11.FAX NO.: �E _� -)C)q L l 9.STATE OF FL 1JJ ( 14. 1 �-NE: /�j 12 EMAIL ADDRESS: �- Fstandards is hereby made to obtain a permit to do the work and installations as i icated. I c rtify that all work will be performed to meet f all laws regulating construction in this jurisdiction. This permit beco on ala d ime I ftkis orkistcommenced comenced.within six(6) nstruction or work is suspended or abandoned for a period of six(6) CONTRACTORS SIGNATURE: 17 SERVICE: 1 .METE NUMBER: r-1111111111r�,oRK: RESIDENTIAL ILY-#OF UNIT ❑COMMERCIALMILY ❑TEMP SERVICE 19 BUILDING: 1 CURRENT CODE: ❑TRAILOR '05 NATIONAL ELECTRICAL CODE ❑OLD NEW N ❑SIGN ❑ REWIRE ❑OTHER: ❑REPAIR ❑ POOL/SPA LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON POWER IS OFF 22.SIZE OF CONDUCTOR: D AMPACITY: ❑COPPER ALUMINUM AMPS: PH: �_ W: VOLT: 40� RACEWAY SIZE:_ 23.SWITCH OR BREAKER SIZE: VOLT: RACEWAY SIZE: AMPS: PH: W 24.EXISTING SERVICE SIZE: AMPS: #OF AMPS: #OF AMPS: #OF 25. FEEDERS: INCANDESCENT: FLUORESCENT&M.V.: 26. LIGHTING FIXTURES: 31-100 AMPS. OVER 100 AMPS: 27.FIXED APPLIANCES: 0-30 AMPS: ❑YES ❑ NO 28. FIRE ALARM: 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITION 29.SMOKE DETECTORS: NUMBER: 31-100 AMPS: OVER 100 AMPS: 0-30 AMPS: 30. RECEPTACLES: OVER 100 AMPS: 0-30 AMPS: 31-100 AMPS: 31.SWITCHES: 32,AIR CONDITIONING: AMPS: HEKW: #OF UNITS: COMP. MOTOR HP RATING: AT AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: COAB FORM BLOG02:REVISED:1/8/2008 CITY OF ATLANTIC BEACH r s 800 SEMINOLE ROAD j .J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000778 Date 9/15/08 Property Address . . . . . . 75 SIMMONS RD B Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH - 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- _ I:•' OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: (� Z2.IS THIS A SUB PERMIT: 3.DATE JI i �Atic Be�aC FL 33 SOS PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ELECTRICAL CONTRACTOR: 7 N E O`F C0�1P�+�Y: r)- GI � f� 8.ADDRESS.:Lra �� 9.STATE OF FL r ID LICENSE NO: ` 10. PHO E: ` 1 11.FAX NO.: 12.EMAIL ADDRESS: 13.elICE PHONE 14. os 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I ify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes I Ind voi if ork is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)month a ny im r work is commenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17.SERVICE: 18. ETE UMBER: MULTI FAMILY-#OF UNITS: RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑ COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑ SIGN ❑OLD k1 NEW 05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL/SPA ❑ REWIRII ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD IYUNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE. CONDUCTORS PER PHASE: ❑ POWER IS ON POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: 17 ❑COPPER ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: S�e- 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT& M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/8/2008 j •I LSI- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD *j r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000777 Date 10/09/08 Property Address . . . . . . 75 SIMMONS RD A Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/07/09 -------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 08 F7 I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 -., OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 13.DATE 0 NO S- !+►l +- '. 0-1ES PERMIT#: (JCS-72 78- PROPERTY OWNER: 4. ME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7.N ME OF CO PANY: 8.ADDRESS.: 'j ) 9.STAT�_QF FLORIDA LIGENSE N 10.CELL PHONE:_ 11.F NO.: `2 l ^ 12.EMAIL ADDRESS: J` 13.0 ICE PHONE: ^ / 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)month t any time after wo is commenced. CONTRACTORS SIGNA URE: 15.CLASS OF WORK: 16.BUILDING: 17.SERVICE: 18.CURRENT CODE: p NEW INSTALLATION 0 NEW Z)RESIDENTIAL ❑'06 FLORIDA BUILDING CODE- ❑REPLACEMENT OF EXISTING SYSTEM ❑ EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19.HEAT: ❑ SPACE ❑ RECESSED grtENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM 91-CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY- cfm 22. REFRIGERATION: MAX CAPACI cfm 23.COOLING TOWER: CAPACITY: Spm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29. GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY ecqg-t 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING TOFUNITSI DESCRIPTION MOD # MANUFACTURER BTU AGENCY 0 && 1 -117A^-4 ;1 , . c"_ TYPE LIQUID APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLOG04:REVISED:1/10/2008 SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . . ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000778 Date 10/09/08 Property Address . . . . . . 75 SIMMONS RD B Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/07/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH OQ_ I I I I I _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 V OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: -� 3.DATE:: Q� `� - S I M 1�'l ao 0 NO PERMIT#: '�� L7 PROPERTY OWNER: 4.NAME: j�,� .�/� 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ,)q{ 1 •' I MECHANICAL CONTRACTOR: 7.NAME C]FvCOMP 8.ADDRESS.: 0olA 1,1d 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHO E: 11.FAX NO.: 7 12.EMAIL ADDRESS: 13.QIFFIC PHONE' ^ 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period :NATUR six(6)mo sat any time afte ork is commenced. CONTRACTORS SIE: 15.C SS OF WORK: 16.B LDING: t 17.SERVICE: 18.CURRENT CODE: W44EW INSTALLATION EW t$RESIDENTIAL 11'06 FLORIDA BUILDING CODE- 0 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19.HEAT: ❑SPACE ❑ RECESSED ENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM 91-CtNTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22. REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS.ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY -5a 32.HEATING EQUIPMENT: NUMBER FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING OF UNITS DESCRIPTION MO EL# MANUFACTURER BTU AGENCY .s 3U 33.TANKS: TYPE LIQUID APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY L I ___J COAB FORM BLDG04:REVISED:1/10/2008 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000778 Date 7/18/08 Property Address . . . . . . 75 SIMMONS RD B Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 255 . 00 Plan Check Fee 127 . 50 Issue Date . . . . Valuation . . . . 45000 Expiration Date . . 1/14/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 30 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 .47 AB CONSTRUCTION SURCHARGE . 60 STATE RADON SURCHARGE 5 . 77 SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 2900 . 00 WATER IMPACT FEE 400 . 00 �W�77A�TFERR� �COOfN1N�EECT1/�TTAPP & METER 525 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY"(iTFWLA7V` We Awk.;trmgzWW AND THE FLOJ&A0 0 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 —Ve IT Page 2 Application Number . . . . . 08-00000778 Date 7/18/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 255 . 00 255 . 00 . 00 . 00 Plan Check Total 127 . 50 127 . 50 . 00 . 00 Other Fee Total 5447 . 14 5447 . 14 . 00 . 00 Grand Total 5829 . 64 5829 . 64 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 N . Application Number . . . . . 08-00000777 Date 7/18/08 Property Address . . . . . . 75 SIMMONS RD A Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 45000 ---------------------------------------------------------------------------- Application desc CONSTRUCT DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 255 . 00 Plan Check Fee 127 . 50 Issue Date . . . . Valuation . . . . 45000 Expiration Date . . 1/14/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------- Other Fees . . . . . . . CITY RADON SURCHARGE . 30 ST CONSTRUCTION SURCHARGE 5 .47 AB CONSTRUCTION SURCHARGE . 00 STATE RADON SURCHARGE 5 . 77 WATER IMPACT FEE 400 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 255 . 00,0 2557 . 0(0 . 000 . 00 PERMIT IS A�PROVE7f(IN Li' IN ACCORDANCE W1�7ALL�ITY OF A-IiNn�BEACH ORDINANCESOAND THE FLORID 0 BUILDING CODES. CITY OF ATLANTIC BEACH r _ 800 SEMINOLE ROAD ` ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . 08-00000777 Date 7/18/08 Other Fee Total 411 . 54 411 . 54 . 00 . 00 Grand Total 794 . 04 794 . 04 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S!=L1i' 'r Jn r CITY OF ATLANTIC BEACH v" PERMIT CALCULATION SHEET ��JiSj�r Date 6/9/08 Address: 75A Simmons Rd. Permit Application No: 08-777 Notes: Existing water&sewer for single WATER IMPACT FEE $ 400.00 family home. SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL Il"ROVEMENT $ SEWER TAP $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 400.00 City of Atlantic Beach -Water Impact Fee Worksheet Address: Permit App. No. Date: 75A Simmons Road 08-777 6/9/2008 No. Total Fixture Fixture Type Value as Load Fixtures Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 1 2 Bathroom Group-consisting of water closet, lavratory, bidet, and bathtub or shower 6 0 Bathtub(with or without overhead shower or whirlpool attachments) 2 1 2 Bidet 2 0 Combination Sink&Tray 2 0 Dental Lavratory 1 0 Dishwashing machine,domestic 2 0 Drinking fountain/Icemaker. 0.5 0 Floor Drains 2 0 Hose Bib 1 2 2 Kitchen Sink,domestic 2 0 Kitchen Sink, domestic with food waste grinder and/or dishwasher 2 1 2 Laundry Tray 1 or 2 compartment) 2 0 Lavratory 1 2 2 Shower Compartment, Domestic 2 1 2 Sink 2 0 Urinal 4 0 Urinal, 1 gallon per flush or less 2 0 Wash Sink circular or multiple),each set of faucets 2 0 Water Closet,flushometer tank, public or private 4 0 Water Closet, Private Installation 4 2 8 Water Closet, Public Installation 6 0 Total Number of Units 20 Multiplied by$20/Unit $400.00 Total Impact Fee $400.00 1 CITY OF ATLANTIC BEACH s� �~ PERMIT CALCULATION SHEET Date 6/9/08 Address: 75B Simmons Rd. Permit Application No: 08-778 Notes: There is existing water and sewer WATER IMPACT FEE $ 400.00 ✓ for a single family home. The existing / sewer tap is shared with 56 Simmons and SEWER IMPACT FEE $ 1,250.00 V is only 4" diameter, therefore an additional sewer tap will be needed. I assumed 75A would use the existing tap, with a new tap WATER METER/TAP $ 525.00 V for 75B. CAPITAL IMPROVEMENT $ 325.00 The units must have individual water f meters. The meter for 75A is existing, but SEWER TAP $ 2,900.00 <v/ another must be added for 75B. CROSS CONNECTION $ 35.00 OTHER $ GRAND TOTAL $ 5,435.00 City of Atlantic Beach -Water Impact Fee Worksheet Address: Permit App. No. Date: 75B Simmons Road 08-778 6/9/2008 No. Total Fixture Fixture Type Value as Load Fixtures Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 1 2 Bathroom Group-consisting of water closet, lavratory, bidet,and bathtub or shower 6 0 Bathtub(with or without overhead shower or whirlpool attachments) 2 1 2 Bidet 2 0 Combination Sink&Tray 2 0 Dental Lavratory 1 0 Dishwashing machine,domestic 2 0 Drinking fountain/Icemaker 0.5 0 Floor Drains 2 0 Hose Bib 1 2 2 Kitchen Sink,domestic 2 0 Kitchen Sink, domestic with food waste grinder and/or dishwasher 2 1 2 Laundry Tray 1 or 2 compartment) 2 0 Lavratory 1 2 2 Shower Compartment, Domestic 2 1 2 Sink 2 0 Urinal 4 0 Urinal, 1 gallon per flush or less 2 0 Wash Sink circular or multiple), each set of faucets 2 0 Water Closet,flushometer tank, public or private 4 0 Water Closet, Private Installation 4 2 8 Water Closet, Public Installation 6 0 Total Number of Units 20 Multiplied by$201Unit $400.00 Total Impact Fee $400.00 City of Atlantic Beach l V APPLICATION NUMBER [Date be assigned by the Building Department.) 'S r Building Department — �� r-7- 1-1 --� 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 - ~ Phone(904)247-5826 • Fax(904)247 ` - ! u E-mail: building-dept@coab.us routed: City web-site: http://www.coab.usL APPLICATION REVIEW AND TRACKING FORM -7 �^I �� Dn� artment review re wired Yes No Property Address: C 5A f��— Building Planning &Zoning " Applicant: /l�- ��-y "�v � Public Works ll (� Public Utilities Project: _ �'� '^'� Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. [Denied. (Circle one.) Comments: } BUILDING PLANNING &ZONING rr Reviewed by: .------ Date: /o- QO' PUBLIC WORKS PUBLIC UTILITIES Second Review: [ Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Dater Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: lg o +a '"A,, City of Atlantic Beach APPLICATION NUMBER �Scity Building Department (To be assigned by the Building Department.) " 800 Seminole Road " -_; /\(p� _ "77 l rJ T_ TTS ( JO l s Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-58U N // /l f� E-mail: building-dept@coab.us ��Q$ Date routed: Lip• 5, UPJ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �- Department review re uired Yes No Property Address: �� jt Building Planning &Zoning Applicant: Public Works ✓ Public Utilities : -- - - PI'ojict: - Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. (Denied. (Circle one.) Comments: BUILDING '�4e PLANNING &ZONING Reviewed by: Date: PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES d b Reviewed Date: y Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Public Works Plan Review Comments Date: 6-10-08 Project Name/Address: 75-A& 75-B Simmons Road Application Permit#: 08-777& 08-778 Check Box Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using s right-of-way for construction parking. Show parking on site mana ement lan. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. Proposed driveway paves entire right-of-way. Section 19-7(f) states maximum driveway width at property line and through right-of-way for duplexes on a 50' lot shall be 24'. Maximum combined driveway width for this lot is 27.5'. Storage swale must relieve to right-of-way or other existing drainage feature. \ Provide flow path. �l CITY OF ATLANTIC BEACH Opv- 00 = sS� 8SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 a.rt OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US " BUILDING PERMIT APPLICATION DUVAL COUNTY ANW*rlort w : 75,q -:5 Atlantic Beach, FL 32233 �5" >7 • 7� 2 f LECNi°�Esc�r�l�t ..... WEW' �" ? . .�� .< A55N uoFfrttic#uREfsa SUB DIVISION � DING 13 DEMOLITION DENTIAL 7 �LOT BLOCK ❑ADDITION ❑CONVERTNG USE 13 COMMERCIAL aAW ❑ALTERATION ❑ACCESSORY BLDG. ❑REPAIR ❑POOL!SPA ❑YES 13w TQ1�{r �EAi LFf" ❑MOVE ❑OTHER O :C4NTRACTQIL � :.. + a ARCHITXC Ep1G1MEER� & r. 9.NAME: 15 COMPANY NAME 23.COMPANY NAME: 16.NAIl 24.LICENSEE NAME: ILS-.- ) F t y 01-:�j4rn�- I0t}o 0 E!3TEC!C' 10.ADDRESS: 17.STATE OF FLORIDA LICENSE ll 25.STATE OF FLORIDA LICENSE NO.: pp 18.ADDRESS: 26.ADDRESS: — '147e rra..�c�s -4�a•t. (-,3 ro .�.�c sr E clez.'- t"ro 4�kl. .i:-4, -32-27s J.� Ft. 3225( 11.OFFICE PHONE 12 FAX NO.: 19.OFFICE PHONE: IM.FAX NO- 27.OFFICE PHONE 28.FAX NO.: zy>-/22 Z 2-11--�1t ,_ Iz Zz Zyi-y :u 772- - r6o 13.CELL PHONE: 21.CELL PHONE 29.CELL PHONE: 235�-2Z-z� 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMP QW, L BONDINGCOyPANY "a ..r'?> �� ' "`' GENDER, '� $ 7 . ...:x nhc�.a '.r< *�iiL�i2Q..ca?x.:era:ffi4].. "' XcY'." ::..Yr._•'t'�auuti`#.•.n'+ .�^ex;"k� Crx .<:f.yilc.....:F:xsux'.� '`' 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. :.5K ifsOcoTRAaA � GTO � ; Signed: ��"t' Date:_6 `f Signed: Date: L oc - n Before me this _day of_ '�- 2007 in the county of Before me this L day of t� 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself I herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are We and accurate. ((�� ,f�Uu'- true and accurate. N ry Public at Large,State of �C my of FProduced Public at Large,State of ��,County of Personally Known T onally Known ❑Produced Identification- Identification KA - Notary Signature: Notary Signature: Nolsry Publics-KELLY C.KELLY te*of Floods "v'0 MY ConarrNaion Expires Nov 13,2011 _ ? Notary Public-State of Florida COAB FORM B • /6/2000MV11llaaiOrt S DD 733963 3 MY COmlflitNOn Expint Nov t3,2011 %� dr Commission R DD 73396 r ��'" `��, Though Ni�Ortal N1lfaryAaln � .9;,^"rte_ A M PI d Though Natlonal Notary Asan. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 V rt OFFICE:(904)247-5828•FAX NO.:(904)247-5845 -=< BUILDING DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY : < ., � � ... !1L1i`N'?>� klf T � 3b_.. _.-...._. W.4. .saF� .:: .1•, Atlantic Beach, FL 32233 `�LIESCR .' .�� ,,;_.' "��3'ar `�£?;?, ;�.�it"��W�' ��»"�rx�•�r�'�'ii"ai$ ''_;1 iISEOFSTFtt)CT{7R ? NEW BUILDING 0 DEMOLITION ESIDENTIAL LOT7 BLOCK SUB DIVISION 1G �s' f7L_ ❑ADDITION 0 CONVERTING USE ❑COMMERCIAL ` iDESCRII?IdON " x' '` '" L N i ❑ALTERATION 0 ACCESSORY BLDG. " __ SPRI4aA *W [� 0 REPAIR 0 POOLISPA 0 YES 0 WA �, C.47 L 0 MOVE 0 OTHER NO 9.NAME: `t 15. NAME: +' p 23.CQjA�P�ANY NAME: �1 Kai R"%7..d sA- /wi o j6LZ�.� (/.A -,- 16. L18.NAME: 24.LI SEE NAME: � f t 10.ADDRESS: 17.STATE OF FLORIDA LICENSE O.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 28•ADDRESS: --- zt/ /x-71 vsr 'cam- s z✓.1 � 1. 3zZ-3i 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE. 120 FAX NO.: 27.OFFICE28.FAX NO.: ?tel-•/2 ZZ ZJ/- >' >ic �" .�J Z2�2 �it-- �c� 772- -'"lam 13.CELL PHONE: 21.CELL PHQNE• 29.CELL PHONE s73- Z 7-,7 f y j-;/ 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEES 1�OLDER ._, � BONOINb � -.";r 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 38.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. > WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. E o GENfn . `..CONTRi4CTOR ' x .-. Date cam^ Signed: L.P. Date:Z > Signed. > _ Before me this day of 2 tit �� 2(x}7 in the county of Before me this L day of Cf 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. JNary Public at Large,State of V-,County of Notary Public at Large,State of ,County of�,� Prseonally KnownL{TR�rsOnally Known Produced Identification- +iJ Produced Identification- Notary Signature: Notary Signature: 400 C.KELLYC.KELLY y PYbYeSlab of FWWNotary PubNeState of Florida My Corm*a1m Expirae Nov 13,2011 My ComrLisrs w Expires Nov 13,2011Comrniseion 1 DD 733953 COAB FORM BLDG07 COIIIRIi Ww/DD 733953Sm ' 'Tlro*Nali"NoWyAwL ,�'n.°n� `'a BnLdadTlroLI�INalbllaiNohryMan 4' CHAIN UNK ENCE 55.39' (F18LD x. X11.9 GUNC 55. i Pw I FOUND 112* IRON PF, NO CAP b. 00' o c mm I 1 0 D I PIPE, NO GAP I I NORTH 16"MAPLE ------ • -,D FENr- 0 11.5 04 �2, 'PINE 10.5 1.5 0 c 9 STORAGE SWALE ,6"CAMP' OR zw 10.5 w w 1 1.5 1 6' SETBACK HLr� 111111111111 9.0' SETBACK 28*r-AMPHOR II 1-PALM II 0II 20"PINE -0 Ld � -vCAMPHOR v 0 12.5 b 0 uj-j LOT 6 ..44 X 11.4 1)31 X11.5 LOT 8 7777777777 'r- 7 0 m L0^ NOTE: C,4 1) Lo GUTTERS SHALL BE 1 N PROVIDED ALONG EACH NEW DUPLEX FAMILY / E SIDE OF THE BUILDING RESIDENCES o TO DIRECT RUNOFF TO (40'x32') THE REAR FFE=13.3 7 0 CONSTRUCT vzzz OD TOTAL LOT AREA: 6,879 SF SILT FENCE 0 0 CIO 4 TOTAL IMPERVIOUS AREA: 2,032 SF 12.5 0 BUILDING AREA: 1,280 SF DRIVEWAYS & WALKS: 752 SF 4 L) L) No PERCENT IMPERVIOUS: 29.50% !� 4 6' -wNb < M 0 CRAPjTM TLEC4 WOOD POWER POLE 4 4 -VI �T BENCH MARK: SET MAGNAIL & V) 0 0 E DISK, LB 3672, ELEVATION=14.00 rn 12"PALM ;7 MAGNAIL & FOUND 112- IRON PAL o. 1704 330.70' P: %k;15 o OUND 1/2" IRON ILLEGIBLE 54.89'.(FIELO) 330.71- (FIELD) PIPE, NO CAP EDGE OF PAVEMENT CENTERLINE OF PAVEMENT [7- SIMMONS ROAD 0 10 20 30' RIGHT OF WAY (PAVED) 0 E E 6 GREENHORNE & O'MARA, INC. a r 8130 BAYMEADOWS WAY W., STE.202 POST DEVELOPMENT PLAN JACKSONVILLE, FLORIDA 32256 PHONE: (904)346-1777 SIMMONS ROAD PROPERTY FAX: (904)346-0087 HABITAT FOR HUMANITY www.g-and-o.com JACKSONVILLE BEACH, FL FBPE No. 39351 Florida Erosion and Sediment Control Inspector's Manual FILTER FABRIC SPACING YPOSTS MATERIAL TO HE 6-I0 FEET APART 2 FEET (MAU FILTER FDR ADDITIONAL �MATERIAL CAN STREtCTR BACKFILLED TRENCH - I 1 Ifl III I= BE ATTACHED TO A 6-INCH (MAX) 4 ' MESH VIRE SCREEN VHICH HAS m BEEN FASTENED TO THE POSTS FILTER FABRIC tATERLq_FAS DDD M TTf p=TSSS OR ar=m T}E vw�SX ATTACHING TWO SILT FENCES f_ _ - ®- mP � anoRm nj latDr.� � FES CF TTI TE{E?O PC67 ff' FE FRST FE?tE �y,. Rif(FF III b y FIITATE SM)i P03TS AT [L�FAtln �_TS N A n 0N To MK , �TE FTJC Kr SEAL I, AH2L/4lTM;UL I A°IATE � x �EF Rl(FF WATERS AT j aFavF BOTH F95TS/1g1fi r—,e►n-6 rrtn Tl{ - �Lro r+ro ax,'EtAP Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. 4-28 Chapter 4 - Best Management Practices for Erosion and Sediment Control EXTRA STRENGTH PIL TEF, FABRIC NEEDED WITHOUT WIRE ME5H SUPPORT STEEL OR WOOD POST FLOWFLOW FLOW r i� 10 F'T'MAX 5PAC1N6 KTH N WIRD; �T'ORT FENGl< \ b FT MAx 5pAr_IN& AITI•OV7 WIRE SUPPORT FENCE PONDING HT. PONDING FIT, STEEL POST FILTER FARIG �0X SATTACH.SECURELY TO UPSTREAM 51DE OF P05T. RUNOFF q�( RUN_ 57 &E HT, • e f • • 12• MIN. •• 12° N. 4•x6" TRENCH WITS•{ COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE 5AGKPILL TRENCH WITH GRAVEL NOTE. I. fN5PECT AND REPAIR FENCE AFTER EACH 5TORM EVENT AND REMOVE SEDIMENT WHEN NECE55ARY. 2. REMOVED SEDIMENT 5H- L BE DEPOSITED TO AN AREA THAT WILL NOT CONM5uTE 5EDIMENT OFF-51TE AND CAN BE PERMANENTLY STABILIZED, 3. 51LT FENCE 5HALL BE PLACED ON 51-CfT rCN70UR5 TO MAXIMIZE PONDING EFFICIENCY. Plate 4.06e Silt Fence Source:Erosion Draw 4-29 ��r Habitat for Humanitye Jacksonville Beaches June 4, 2008 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached are items relative to our Building Permit application for 75A & 75B Simmons Road: 1. A copy of the Construction Management Plan is attached. This document shows (1)planned drainage, and (2) location of silt fence, and (3) location of our dumpster and construction trailer. 2. A copy of the Storm Water Calculations for the site is attached. 3. Impervious calculations are detailed on the site plan. Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org 2—, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road '"') -1 Atlantic Beach, Florida 32233-5445 ��" / -7 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 75A !!�i MrAonr Department review required Yes No p� j�.� Building ✓ Applicant: I�,(�l.liKt'_,? ' r I IA,b(�,+ Planning &Zoning pp Public Works t/ Proje ,.ct: _. . . Public Utilities - `� Public Safety v --- . �� . ,� `��`' Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers 1 Iopk Division of Hotels and Restaurants �CQ j all Division of Alcoholic Beverage: / c� Other: �o 6� Ai Reviewing Department First Review: a (Circle one.) Comments: BUILDIN N � t. A & O 7i PUBLIC WORKS l 1 _Date: PUBLIC UTILITIES Second Review: QAppr Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: City of Atlantic Beach APPLICATION NUMBER J�r f 41 Building Department (To be assigned by the Building Department.) s 800 Seminole Road Atlantic Beach, Florida 32233-5445 —/7 Phone(904)247-5826 • Fax(904)247-5845 E-mail: buildin de t coab.us (49-5, DIM City web-site: http:///www.coab.us Date routed: 1 APPLICATION REVIEW AND TRACKING FORM Property Address: , f.J fd-�MM b n.`2)- �Q�, Department review required Yes No Building Applicant: �� Q„� � '�"Q�" Planning &Zoning l/ pp Public Works ✓ Public Utilities Project. 1 �t&� p It Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Epproved. ❑Denied. rcle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: VT City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) i 800 Seminole Road ��] r) I 9 Atlantic Beach, Florida 32233- Phone(904)247-5826 - Fax( 247-5845 �J ifs! E-mail: building-dept@coab.us (0 Date routed: City web-site: http:/twww.coab.us APPLICATION REVIEW AND TRACKING FORM . 7�� i� Dn�� Department review required Yes No Property Address: Building Planning &Zoning " Applicant: �(�U�►'6LU "TWIT Public Works t/ j Public Utilities Project: _ �'v �" Public Safety t� Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verged B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: /rd- PUBLIC WOR S PUBLI TILT ES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBL SAFETY FIRE SERVICES SE W E� t-ATtYZ� wi Q BE LOC-4 T� Reviewed by: Date: WEQ 5�2u I cc--S LQI l oJafn To -V Z <:�Ai Third Review: ❑Approved as revised. ❑Denied. f-,ye- Akio 1n,r )0• Comments: Reviewed by: Date: City of Atlantic Beach APPLICATION NUMBER 's Building Department (To be assigned by the Building Department.) ' 800 Seminole Road D r' Atlantic Beach, Florida 32233-5445 s _ Phone(904)247-5826 Fax(904)247-5845 .,� E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEV1r7a —IrRACKING FORM Department review re wired Yes No Property Address: Building Planning &Zoning v Applicant: ar �� Public Works ✓ �:..r..,....; Public Utilities ...,:..:: _:.:. _.. ... Public Safety Project: U r ti (l t i 1� t L_L— Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING _6y Review y: Date: PUBLIC _ BLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: P C SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: lowi `-"'P CITY OF ATLANTIC BEACH R_ _.. .._._ nt} 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O"' r� OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTQCOAa.US BUILDING PERMIT APPLICATION DUVAL COUNTY 7514 J f'+-�'r�ti -' k'7 Atlantic Beach, FL 32233 -110M 6-�LME��STRUCTURR�b� EW BUILDING 0 DEMOLITION PZBESIDENTIAL LOT 7 BLOCK Cr SUB DIVISION �y'�a�Q�S />t.q 0 ADDITION 0 CONVERTING USE 0 COMMERCIAL r ?EDESMF-TION ❑ALTERATION 13 ACCESSORY BLDG. 8S FIRE SPRINK t£, 0 REPAIR 0 POOL/SPA 0 YES 0 WA �Lo.14JFf 0 MOVE D OTHER AVO P f OMYirE� ux zsG7UR .Y DliEER� RR09M t c Fcj 9.NAME: - 15.c(*PANI'NAME: 23.COMPANY NAME: -esr 24.MCENSEE NAME 10.ADDRESS: 17.STATE OF FLORIDA LICENSE 25.STATE OF FLORIDA LICENSE NO.: (j 1a.ADDRESS: A 28.ADDRESS: --- - TL_ ; Ct•� L •?�� l/i 7! 4-.1S'0 n.vraJ E dN'LT IRLI11 4--o. �i:,(. �L -;Z�?3 TJt FC. .32 Zy 11.OFFICE PHONE: 12.FAX NO- 19.OFFICE PHONE: IM.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: z'//-/Z 7-M Z / 1 Z 2-z- 772— - /ocj 13.CELL PHOS; 21.CELL PHONE: 29.CELL PHONE: 2J7 2'l.7Fi 7�y—Z� 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEETituu ncR-� `ate GEN B .- r os t 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. x01 Signed: J` �' Date: f `� Signed: nt Date:=GZ c-c Before me this day of 2007 in the county of Before me this ( day of tV 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. f ^t� true and accurate. J PN ry Public at Large,State of i ►war 1�CWounty of N,�o(Jary Public at Large,State of _,County of .�/O✓� ersonally Known T y�rersonally Known 0 Produced Identification- b Produced Identification- Notary Signature: Notary Signature: .u.. C.KELLY a`N ►~'ts a`o'vi ,� C.KELLY Notary Public-State of Fkukls ` s Notary Public-State of Florida c _My Cmial t elon Etcpirat Nov 13,2811 COAG FORM BL /612o60MMISaton 0 DD 7339!3 ? �'0°r°�an # DD 13,201i •'� d Con►mission 9 DD 733963 ��" „`+`�� Boltdsd TMtxgh NaMorlai Nottry ,� �°�,;;�_,, Banded Through Nallornl Notary Assn. CITY OF ATLANTIC BEACH 'F - 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O _ r OFFICE:(904)247-5826•FAX NO:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY n Atlantic Beach, FL 32233 ,':+3:4LC-GAfD ,.' .?`.'...:.'•,..s '. ``' -' a+�"'+r`<?.W�s'u'�,!e"'x�'e°i USE'OFSTRi1CT{1R6i NEW BUILDING ❑DEMOLITION PKRESIDENTIAL LOT 7 BLOCKS SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL tbESCR1P710N flF Yllt4` '"`'" ' `; ' : ❑ALTERATION ❑ACCESSORY BLDG. *fjR9SM [� ❑REPAIR ❑POOL/SPA ❑YES ❑WA ❑MOVE ❑OTHER NO ' x3 Pte.. ..:.i.QIIF-�'i � S"?amu `. r t FRextu:: - GDNTItAGT4DR. d :sem xxras,.. _._ -.._.. 'MsNIE 9.NAME: NAME. �) p 23.CO PANY NApME: 15.COAAQ/WY� si /RC�S7�Oa.e- �rf;'LZ1't //•� J�u '!r 16.NAME: 24.LICFOSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE .: 25.STATE OF FLORIDA LICENSE NO.: 216 7 p 18.ADDRESS: 26.ADDRESS: ��s� r� f•7,�'�� i J �i-"t �L J� Z Z�� !L�1 rel':v�G.:� .,•�-Jv 1.�1t'cru 'sem.' S z-7L 3"Z2 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE. 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 2Ali-/2 ZZ '2-51"- 3 a � -.f .L•- �lv 77Z _(3/.tom 13.CELL PHONE: 21.CELL PWW 29.CELL PHONE 3< <Z.Z 7�' _3-rj/. Z'L7tg 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SANK. [ . - aWIN !{ ..�.... 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I Certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *�F k WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT WNE o EIIL . 4 CONRA C a . Signed:�.<..tif� Date• G/ cam" Signed: %rz"'P. +Z Date: ' , Before me this 4 day of_�iJ K .2007 in the countyof Before me this L day of 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. N ary Public at Large,State of '�C' -.County of fir` Notary Public at Large,State of �`_,County of Personally Known nally Known ❑Produced Identification- Uced Identification- Notary Signature: Notary Signature: a�uu C.KELLY .�4,0 y Nt C.KELLY m r Notary PubNc-State of Florida Notary PoOk-%is of Fbdb e My Commission Expires Nov 13,2011 *•_ COrrrll�NorlM Nov 13,2011 COAB FORM BLDGO -• 007 Ca nmission III DD 733943 ConrNssihI #00 733943 °•� oF�`� 4larda'ThmughNolionMNotaryNen. `�h°ni� �� BadadThrorlpAk/OrlalNotaryNan bnu�� ®fir Habitat for Humanitye Jacksonville Beaches June 4, 2008 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 75A & 75B Simmons Road. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, I � -^ Paul Finley Construction Manager P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org �w Habitat for Humanitye Jacksonville Beaches June 3, 2008 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 75A & 75B Simmons Road. When Beaches Habitat purchased the property there was a single family house on the lot, which we demolished. The house contained the following plumbing fixtures: City water connection 1 City Sewer connection 1 Hose bibs 1 Sinks 2 Toilets 1 Tub 1 Washing machine 1 Hot water heater 1 I understand that this information can reduce our building permit fees. Please give me a call (904-241-1222) if you require any additional information. Sincerely, 4� Paul Finley Construction Manager P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org X111111111111/// ``��`��L�U ..Io �F''i��i FirstSource \C' E NO. 48 9 Project Information for: 272594 = *__ Builder: Beaches Habitat ST T OF . x Address : 75A-75B Simmons Rd. 0 .: Jacksonville, FL nn� County: Duval USS Count. 9 ////111111111111 Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Truss Design Engineer:Julius Lee, PE Florida P.E. License No. 34869 Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered 272594 provided by Builders FirstSource-Jacksonville,FL and dated 03-26-2008. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. Drw .# Truss ID Date -............... --�— .. ._._._.._-_._..�._..--..................... { 1....................1.11879859.........._CJO 1........._.............._..._8/1.6/07....-...........1 _.._14.1879860........1._CJ0..... .......... 811.6/07 [.3..................1_ �4. .. 187961................1_.._E J04.........................._.._88//11.6/0077..............._.._ [ 0 _.............1J18798621HJ04...._............... __.__.. .1 ._.._.._._I_J1879863.._...1_T01............_..._._... 8/16/07 .................. 16 --.._.I_J1879864 1 T02 _ 8/16/07........ L _�_J1879865 1 T03 _ 8/16/07______1 _._.__W.W9866 1704 _ 8/16/07__ 1 9._.............I_J 1.879867..._I_T05..............._ -8/1.6/07..__......1 Job Truss Truss Type Qty Ply 00 CJ01 �JACK g 1 J1879859 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:35 2007 Page 1 3 -2-0-0 1-0-0 2-0-0 1-0-0 le=1:5.8 2 u� 4.00 F12 d 2x4= 1 4 1.0-0 1-0-0 Plate Offsets(X,Y): [2:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:6 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=264/0-3-8,4=5/Mechanical,3=-95/Mechanical Max Horz 2=93(load case 4) Max Uplift 2=-450(load case 4),3=-95(load case 1) Max Grav 2=264(load case 1),4=14(load case 2), 3=197(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-51/84 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.43 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. ,.•r,..,a � Np'Iss{`w::laar. M Y-sG �1-fwR9tN 2)*This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other f •�� . _-,,�—laai r.,�y,. rwr3,P;i live loads. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Continued on page 2 August 16,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. .... Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Job Truss Truss Type Qty Ply 00 J1879860 CJ03 JACK 8 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:36 2007 Page 1 -2-M 3-0-0 3 2-0-0 3.0-0 87 4.00 F12 2 2x4= 1 4 3-" 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=29/Mechanical,2=254/0-3-8,4=14/Mechanical Max Horz 2=140(load case 4) Max Uplift 3=-38(load case 7),2=-361(load case 4) Max Grav 3=29(load case 1),2=254(load case 1),4=42(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-41/5 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.38 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. wr�a exAft P—M�v,r-4— :ur>.s wea" 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi ^tom^ .a aresn- "-• �+ 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 Ib Uplift at joint 3 and 361 Ib uplift at joint 2. August 16,2007 Continued on page 2 Aft Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE W. This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection -. and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, i 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 j^'"j+ Job Truss Truss Type Qty Py 00 J1879861 EJ04 JACK 28 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:36 2007 Page 1 -2-M 3-11-4 2-0.0 3-11-4 Sc 1 4.00 F12 2 2x4= 1 4 3-11-4 3-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 2-4 >999 240 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=66/Mechanical,2=272/0-3-8,4=19/Mechanical Max Horz 2=163(load case 4) Max Uplift 3=-71(load case 4),2=-363(load case 4) Max Grav 3=66(load case 1),2=272(load case 1),4=56(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-54/15 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.40 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category ll; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A s*-A a w ram �r 1t �n 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 Ib uplift at joint 3 and 363 Ib uplift at joint 2. August 16,2007 Continued on page 2 A Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection tMAKEM and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, . 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 J1879862 HJ04 JACK 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:37 2007 Page 1 -2-9-15 5-6-13 I 2-9-15 56-13 Scale=1:14.1 4 2.83 12 2x4= 3 2 1 3x6= 6 5 3x6= 5.6-13 5.6-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.04 2-6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.06 2-6 >999 240 BCLL 10.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-6-13 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 4=97/Mechanical, 2=300/0-5-11, 5=14/Mechanical Max Horz 2=132(load case 3) Max Uplift 4=-130(load case 3),2=-440(load case 3) Max Grav 4=97(load case 1),2=300(load case 1), 5=72(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-231/25, 3-4=-35/17 BOT CHORD 2-6=-45/230, 5-6=0/0 WEBS 3-6=-237/47 JOINT STRESS INDEX 2=0.16, 3=0.11 and 6=0.07 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi `''"' '� " W'tAiYc'1 wtHz. P-J - �l �R�i •t,-s rscsr .. s.: �. _.......ya�.r re IvW 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 130 ^� ^ ' Fx.'r,- Ib uplift at joint 4 and 440 Ib uplift at joint 2. Continued on page 2 August 16,2007 A Waming-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mi-Tek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the 14 , responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 J1879863 T01 GABLE 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:38 20074 Page 1 -2-0-0 2-10-4 x 2-0-0 2-10-4 3 6x8 Scale=1:8.2 4.00 12 2 1 2x4= 5x8 II 2-10-4 2-10-4 Plate Offsets(X,Y): [2:0-3-8,Edge], [2:0-5-12,Edge], [4:Edge,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.02 1 n/r 90 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 141b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-10-4 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=269/2-10-4, 5=12/2-10-4 Max Horz 2=112(load case 4) Max Uplift 2=-406(load case 4), 5=-6(load case 9) Max Grav 2=269(load case 1), 5=45(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-28/0, 3-4=-15/11,4-5=-38/13 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.62,2=0.00, 3=0.00, 3=0.65,4=0.01 and 5=0.00 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, i Ifms Lsee and for MWFRS for reactions specified. ,.rte h C• ",Crr� r��•.r. wr a�w w+r .r«-:. ae-s►xroa 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal ♦Ar.9'rI('lxs�a't s a�.+4rr�. m-a,.. .x:a+r:.+e-r to the face),see MiTek"Standard Gable End Detail" 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other CoHYIA page 2 August 16,2007 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. _. . Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, RIFirstSource 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W1 53719 Job Truss Truss Type Qty IPry 00 J1879864 T02 MONO TRUSS 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:38 2007 Page 1 -2-M 2-10-4 2x4 11 24)-0 2-104 e 1:8.5 4.00 12 2 Lr 2x4= 1 4 2x4 11 2-10-4 2-104 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.01 2-4 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-10-4 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=251/0-3-8,4=31/Mechanical Max Horz 2=99(load case 4) Max Uplift 2=-318(load case 4),4=-67(load case 5) Max Grav 2=251(load case 1),4=43(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-41/3 BOT CHORD 2-4=0/0 WEBS 3-4=-19/25 JOINT STRESS INDEX 2=0.38, 3=0.01 and 4=0.01 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C;enclosed; MWFRS and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other ��.•-�-•.�. �^ f-t�-- a��*� live loads. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Continued on page 2 August 16,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. � . Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, inR -�S` r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 j�.�/' Job Truss Truss Type Qty Ply 00 J1879865 T03 HIP 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 M!Tek Industries,Inc. Wed Aug 15 14:21:40 2007 Page 1 -2-0-0 3-11-4 !-14 8-3-11 1285 16-9-0 20-11-11 25-2-5 28-7-11 T? 33 i 35- 2-0-0 311-4 0-11-1 386 4-2-11 4-2-11 4-2-11 4-2-11 3-5-6 0-11-1 3.11-4 2-" Scale=1:66.1 4x6= 5x6% 5x6 4.00 F12 8x14= 10 1 14= 10 c 14- 1 14 4= 8x14= 3 44 4 5 8 45 9 n 2 10 d1 11It�1 d 3x8= 20 19 18 17 16 15 14 13 12 3x8 5x12 MT20H US= 4x10= 3x6= 4x10= 4x10= 5x12 MT20H= 3-11-4 8-3.11 1285 16-9-0 20-11-11 25-2-5 29-6.12 336-0 3114 4-47 4-2-11 4-2-11 4-2-11 4-2-11 4-47 311-4 Plate Offsets(X,Y): [2:0-3-6,0-0-14], [4:0-7-0,0-3-0], [5:0-7-0,0-3-0], [6:0-7-0,0-2-12], [7:0-7-0,0-3-0], [8:0-7-0,0-3-0], [10:0-3-6 ,0-0-14], [13.0-3-8,0-2-0),[19:0-3-8,0-2-0] LOADING (psf I SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 1.03 16 >388 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -1.51 16 >263 240 MT20H 187/143 BCLL 10.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.14 10 n/a n/a BCDL 5.0 Code FBC2004/TP!2002 (Matrix) Weight:565 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2"Except" TOP CHORD Structural wood sheathing directly applied or 3-6 2 X 6 SYP No.1 D,6-9 2 X 6 SYP No.1 D 5-7-9 oc purlins. Except: BOT CHORD 2 X 6 SYP NoA D 5-2-0 oc bracing:3-9 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-0 oc OTHERS 2 X 4 SYP No.3 bracing. REACTIONS (Ib/size) 2=2061/0-3-8, 10=2061/0-3-8 Max Horz 2=66(load case 5) Max Uplift 2=-1296(load case 3), 10=-1296(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-5808/3329, 3-44=-10185/5928,4-44=-10188/5928, 4-5=-12982/7557,5-6=-13884/8076, 6-7=-13884/8076,7-8=-12982/7556, 8-45=-10188/5927,9-45=-10185/5927, 9-10=-5808/3327, 10-11=0/38 BOT CHORD 2-20=-3082/5500, 19-20=-3082/5482, 18-19=-5849/10187, 17-18=-5849/10187, 16-17=-7484/12982, 15-16=-7492/12982, 14-15=-5862/10187, 13-14=-5862/10187, 12-13=-3116/5482, 10-12=-3121/5500 WEBS 3-20=-42/187, 3-19=-2872/4917,4-19=-1306/831,4-17=-1699/2921, 5-17=-735/498 5-16=-549/957,6-16=-460/339,7-16=-547/957,7-15=-735/498,8-15=-1699/2921, 8-13=-1306/831,9-13=-2871/4917,9-12=-41/187 , - rte.-..mow �* r-r.r. ��yraaaat �cfi3+Yti"'ii+."7.d"9 R.dRfb 4Y91d�:t'1. f=^L 1k'.k-*F 2s:'Y Continued on page 2 August 16,2007 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I� Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, '! . 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,563 D'Onofrio Drive,Madison,WI 53719 $T Job Truss Truss Type Qty Ply 0 0 J1879866 T04 COMMON 14 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:41 2007 Page 1 -2-0-0 6-1-8 11-5-4 16-9-0 22-0-12 27-0-8 33-0.0 35-6-0 2-M 6-1-8 5-3-12 5-3-12 5-3-12 5-3-12 6-1.8 2-0-0 Scale=1:62.8 4.00 12 5x6= 6 4x6% 3x6' 3x6 5 7 4x6 4 8 2x4 2x4 3 9 2 10 rill 11I; o d 3x8= 16 15 14 13 12 3x8= 3x6= 34= 3x8= 3x6= 3x6= 8-9-0 16-9-0 24-8-10 33-6-0 B-9-6 7-11-10 7-11-10 8-96 Plate Offsets(X,Y): [4:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.41 14-16 >963 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.43 12-14 >937 240 BCLL 10.0 * Rep Stress Incr YES WB 0.46 Horz(TL) 0.13 10 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 158 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-7-12 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. REACTIONS (Ib/size) 2=1181/0-3-8, 10=1181/0-3-8 Max Horz 2=143(load case 6) Max Uplift 2=-703(load case 4), 10=-703(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-2696/2690,3-4=-2407/2431,4-5=-2350/2438, 5-6=-1712/1850, 6-7=-1712/1850,7-8=-2350/2438,8-9=-2407/2431, 9-10=-2696/2690, 10-11=0/34 BOT CHORD 2-16=-2361/2499, 15-16=-1850/2052, 14-15=-1850/2052, 13-14=-1850/2052, 12-13=-1850/2052, 10-12=-2361/2499 WEBS 3-16=-325/458,5-16=-245/385, 5-14=-600/697,6-14=-784/762, 7-14=-600/697, 7-12=-245/385, 9-12=-325/458 JOINT STRESS INDEX 2=0.69, 3=0.33,4=0.84,5=0.38,6=0.70, 7=0.38,8=0.84, 9=0.33, 10=0.69, 12=0.40, 13=0.72, 14=0.56, 15= 0.72 and 16=0.40 NOTES 4 1 :9 aeY � hKu. k1�ltlR¢�%'A 1) Unbalanced roof live loads have been considered for this design. I w erwlmal —iu !�1 n^. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This CokM%ja gRso�Wor C-C for members and forces, and for MWFRS for reactions specified. August 16,2007 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II-7473 BEFORE USE , This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection -- and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �S ur 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 J1879867 T05 GABLE 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Wed Aug 15 14:21:44 2007 Page 1 -2.0-0 16-9-0 33-6-0 35-6-0 2.0.0 16-9-0 16-9-0 2-M Scale=1:62.8 4.00F12 4x6= 13 12 14 11 15 3x6% 10 16 17 3x6 g g 18 n 6 7 19 20 d 5 21 4 22 3 23 uo 2 "24 � 25Icy o d 3x6= q6 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6= 3x6= 3x6= 33-0-0 33-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.02 25 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.02 25 n/r 90 BCLL 10.0 * Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 24 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP Not 6-0-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=266/33-6-0, 36=83/33-6-0, 37=85/33-6-0, 38=85/33-6-0,39=85/33-6-0, 41=85/33-6-0,42=86/33-6-0,43=82/33-6-0,44=106/33-6-0,45=-14/33-6-0, 46=274/33-6-0, 35=85/33-6-0,34=85/33-6-0, 33=85/33-6-0, 31=85/33-6-0, 30=86/33-6-0,29=82/33-6-0,28=106/33-6-0,27=-14/33-6-0,26=274/33-6-0 ,24=266/33-6-0 Max Horz 2=-143(load case 7) Max Uplift 2=-236(load case 4), 37=-45(load case 6), 38=-60(load case 4), 39=-56(load case 6),41=-56(load case 6),42=-55(load case 4), 43=-57(load case 4),44=-57(load case 4),45=-36(load case 2), 46=-119(load case 5),35=-39(load case 7), 34=-61(load case 5), 33=-55(load case 5),31=-56(load case 7), 30=-55(load case 5), 29=-57(load case 5), 28=-57(load case 5),27=-36(load case 2), 26=-120(load case 4),24=-252(load case 5) Max Grav 2=266(load case 1), 36=83(load case 1), 37=87(load case 10),38=86(load case 10),39=85(load case 1),41=85(load case 10),42=86(load case 10), 43=82(load case 1),44=106(load case 1),45=6(load case 5),46=274(load case 10), 35=87(load case 11), 34=86(load case 11), 33=85(load case 1), 31=85(load case 11), 30=86(load case 11), 29=82(load case 1), 28=106(load case 1),27=6(load case 4),26=274(load case 11), 24=266(load case 1) � �:sssvx-1co� aarciti.. rt=s_ ;ia s�+t ra Continued on page 2 August 16,2007 A Warning-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MTek connectors Applicability Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and perrnanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719F 153719F I " I -v m I r Vv D y z n x m m r N O M m n oZ °a3Q, �� 6-o oac 3 �" (D Q� n 7 N m 0Q3 �o Z 3 ( 7 C C ((D (D O N nx D a N Z Q o ooQ oao ° wo (D0 ° 0 3=Q7 QnQ (<D - 3Q � O - 0' Qo mQ0 6CD C0'n3Q � mao m C (Dv :3 > O n00' a� 00. Z 'o= �o (Qom 7� as�:N � � o5* -4 OO QN 3 f °-O 0n0 > N 3 5.Q -0 (D O � �(D 0 (D 3 j (Q s. (D (D � ° N " (D O a(D ° Q m Qoa (c) N0 - Z 0_ � � 0� �. (Dam N 7d (p D— m (� WO m y A TOP CHORD 3 A n n 0O D Z =0y c( N Z -' Z D mZv x y m ��Z C Z O O 3 A Oti f�j7D ssx W NW m w n o n v=� _70 O 0o' 10 , O� WzOv n O A tP 10 .91 0 Om a Z n `w �• o D 0, D m D� O V -0 co 70 7 0O 0 m m A (D ci 0 70 r ON _ Vl ZD � n r N 3 RY O5/�; ♦+ Z m M V n A o W TOP CHORD 0 (n A W N W V U (n A W N p (Dn Nip ^ 0 0ny CSW ol (p 'r Q Q O 'O QO O � O ° ° c 3— ° ^n O O C C C O C Q p v O n 0 6 <o m (o.s n 3� n o-0 0 0 3 O o 0 J° cD 3 � a 3� f C•o C <^' � o n m 3, a o < n Q- (T � Q am 3 6 R R �� o n (D Q< Q 3 0 - (Dc No ^ (D0 - ° 3 a3 ° cDm (T n - (D -0 - o (D . 3 o : a (Q � 0 (p n OO cQ On (Dp v �.� � N (D OO (D O 0O � ° (D O(p W (D O QQ � pO 0 (D (D � O CD - 0 OaCD-0 0n a(D ^pQ �'O� ON �(D O (DQ a°� �I O ° � ao ° boa 3 ,,N ° N ° _0 � � cF� ° 3 ID ° _ N ° 42. ca p �a (D (D Q a(D (D 00 Qa0 (DCS 00 � � 0007 Q O(OW ,V 2. Qx � � .O VC,� 7v,� n � � O7 3,G 00Q (D7 37 `•� a(D Cy 3(DO N d Q (D OAC 00 ? � O Q„C (Q (DD 03 7a ��C a� (D 00 I+O C0 Q 003 0 0 � OCD. O � 30 QQ aQ (D 3N OO Cn �n C 3PL ma °_a '� 3 ._, � n � Q O �' a 3 0 ~' a no o ° o-6 3Q ° SC 3 = a DQ (D N - c -� a30 CD mo 3Q �'Q :3 (D (N. Q� mon � � a A 30 9.o < (D (D �n Q � � _0- Q - (D :3 (° Oa a o0-o m ° ,r ° ac (� (D N v (� 0 ".O a- Q (o3 000 Q(Q (D 00 0� ° QO(Q H (Q O 0(0 °(Q (o ° N. -0 -. °-O Q O � Q Q ° �'° ° O O (D O to N C. 0-O O O (D to Q O (D 3 (D ao (3D 0 3 Q Q� O.� Q n 0 N- (D ° a (D7 0 Q p Q a n T O rt O 7 0 K `L rt O m 7 'v MAX GABLE VERTICAL LENGTH OHM 12" O.C. 16" O.C. 24" O.C. Q � Fill t, � N N� G W N� � fd A] �+ � C G]N� C CCS CCC�� CC�� Y G CC�1 LJ �..5,5yy, ^• c-p1 P.P .PP.P .PPlf.4.P .P �wwwwwwwww z G7 p O O N Li m (O OD Q �A WOO .2 W Gt G7 tJ.P O W � n SY C y�2 �1 rn a7 CO Urn rn W w rn W rn .P clt O, wr A7 WmNOwOO OOOON ¢8z .7 U OO OO .2 .1 Cn of Wm�Urns W.P '? Pa CO r ��,t c�by r '-' N .�-. u r��.. El Zi �gv � mmmmm -?mc w0 � � ae � x�a ma O, wa, cmC. o Cly omroo�moaamao � � � � o : c . . ° t CGm •ie :aornO, G Cn �# b 4 ty . t . • _ • � � ISII a rn CD to m m ^�m m Co m rn W W c c -�Corn m P 2 T Oi W y p V ��iA�b � � � I � OA7 N [7t G, " 4�m .�.- ,.+►' Ld CO Do .r- F+f+ Co .2 Co tl, UOO [ll mr+ 'pE aa � � � O �' Y t O t a � t t t a t a ■ t W f.a W CJ1 C `3 0000000commmmma�m�m .i W Wm W�wwao �no�Ye G, Cn LTN N [TUrnmtJ WCv [il G� WtJ C.7 C poor"-..�oovom`° `eoom ,om'CR1mcomm-tw (pca x w� o + m� /~.. tJi�]tltUN [aP.�- .�-. NNNO, UtCo W WCDI~.. ,�.Oi [vfJO, C-1 tu m Ir m r w z N W Cl W W N C?W W N N N N O N N ill Y O O m 0 0 p v mO, Oo mw mmmpCl, Oi O, N �3 .P PO, O W�_0000 aO z . Z r Cp � P.PNIJ GOA �N b W 41ONl;,1-1 N OOH •--aeCOr p m W 0 0 0 0 W W CA O p O C0 O, N V .P P tD O W 'a rr r rr r rr r rr r r r - r rr - .- ` .-►' " "" •W N t- at & - - t- - t 'p ,► r A 'k►.► N N O `'. ❑ Y I . Y a Y I Y l a . . 1 . . a • a Y 1 a � Fi rrrrrrrrrrr r ,-• 1` r - -- r -- - -- N -r o t� ►� A. . ,► � .P. A 1. .P P.1• N W W - r _ _W O n ew � O 000000 000 000 C O C',GOO n �2V Fa w ti n p �. : N NOil to tj r1 p n !!lege M to `� � � E°A CL 7af zWzro � �■ [�i � '�7 �rgkl s Q� r.� pNp Q NO C�T t93 ay Pi cn to ed M E:� �X n X N o� o Z M;u ,'Z CMI--i CA E5 CL �� N n a N N D = VlX N (� O o o N �9 n N e 2 cn c� yd c" y Cr-Lt, om n7ItJy 00 ax ul ttul oo� In �d b0 rH� rijO 0 o z �x w m i eu a �1 t-4 tMl HH �u7 U2'r HEIGHT r" r pa a� n 00 VY y N �w vi -I Q CA:+Lo id 'd -v n C/� O roW ,gyp O � � P O �0� � < � WAN �S��—C o m o I C] b r C7 CD ca 0 a ZJ �x °�� x W W x m 'B Ps- O cn I d cn > to EM n � O � �. � ti w x x I z t7 g.-NA 9 C7 Z n O ZV " 60_ ��° PGI Q MW ctyb Ul� d x z sAFpi ZyC'�] "d t]Q ►� C�l1 G7 ED 17)y ..fi e cl s�El rr a Q z �oCO `l x tz ,y � ti7�b OIn ��{+ * CO1D dm <LTJ � � N OM �p cxx toe �� nn � �`' �z mC dx � � t r a -0 o a C�z w o H td G7 -9 ►3 y z O � Z y OFA y C] C] 41 C]'l7 y � t.QZ"I7y K' n b t" ` x z Q i� O (7 �1z ►3 yz [ A T1CylJ Oy Com=] w in U1 Np cNn 0 LP O oN t7 p P H y z CAcn L10 in Lin y x ,�'TJ z z Q N ?7 z�'b 'i 'i � c� Ly mO G� o y ►�C `d r� C J y z ►� -dd 0 y rD y C7 X C> ,� [�x t�m CQ ax oy y � Lo o x 3rn n Ul 6 Z CA z o m ro �i �iP%1 i x oil ---------- ----+---- ----+---- -- y i �� 20 ------------- G (D---- s r $a La Pd Z WM � N C4acro ° r dam' o It r ^ El d t� In a r x zzF � g In o t. iD � '�Coo d J. ---------- ----;---- ----;---- -- Boz F7 r`i�� -------------i--- ----+---- ----i----- 1��1 no Z N H y i I C9 ---------- ----t---- ----t---- -- y tyCJ rn U H U1 ti7 ►3 y C> .-3MO z I d d �v n z ; �' O to o o CQ w a Lb a N ►- n oc I—I C> z y O � I O 47 tz a � d O N aN � � atrJ —30 � e o a � b �o Rc� Orr HEE F� aC/) ®.� v Habitat for Humanity@ Jacksonville Beaches July 15, 2008 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane CA Atlantic Beach, FL 32233 -- Rick, Regarding your comments for building applications 08-777 and 08-778 for 75A and 75B Simmons Road, I have attached the following documents: 1. An updated copy of the Site Plan is attached. This document shows additional drainage information(your comment#3), and (2)revised combined driveway width of 27.5' (your comment#2). 2. An updated copy of the Construction Management Plan is attached. This document shows the location of our dumpster, construction POD, and construction parking(your comment#1). Parking is very limited on this site, so the identified spaces will be used only by Beaches Habitat vehicles and subcontractors. Volunteers will park at the Habitat Office and walk or be transported to the site. 3. A copy of the Storm Water Calculations for the site is attached (no change from original submission). 4. Impervious calculations are detailed on the site plan (no change from original submission.. Please give me a call if you require any additional information. Sincerely, Paul Finley -- Construction Manager 904.334.2278 attachments P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org Greenhorne & O'Mara, Inc General Civil Comp. NeB Transportation Envionmental Date: 4/17/2008 www.g-and-o.com Habitat for Hummanity, Jacksonville Beach Atlantic Beach, Florida Permit No: Address: 75 Simmons Road Required Storaqe Volume criteria• — ---- _- - -- _- - -_ - -- ------ Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 6,879 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) Impervious 890 Wtd "C" Pervious 5,989 6,879 . 6,879 100 0.13 0.20 0.17 Runoff Coefficient (C) = 0.30 Runoff Volume V= 0.30 x 6,879 x V= 1,618 ft 3 9.3 / 12 Postdevelopment Runoff Volume: Lot Area (A) = 6,879 ft' Runoff Coefficient Area Lot Area Description (ft') (ft 2) Wtd "C" Impervious 2,032 6,879 1.00 0.30 Pervious 4,847 6,879 0.20 0.14 Runoff Coefficient (C) = 0.44 Runoff Volume V= 0.44 x 6,879 x V= 2,326 ft 9.3 1 12 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,326 - 1,618 DV= 708 ft3 Retention Stormwater Calcs_AB-onsite Retention 4/17/2008 Greenhorne & O'Mara, Inc General Civil Comp. NeB Transportation Envionmental Date: 4/17/2008 www.g-and-o.com Habitat for Hummanity, Jacksonville Beach Atlantic Beach, Florida Permit No: Address: 75 Simmons Road Provided Stora e• Elevation Area Storage (ft) (ft2) ft3) 10.5 633 0 BOTTOM 11.0 872 376 11.5 1,111 872 TOB Required Treatment Volume= 708 ft3 Supplied Treatment Volume= 872 ft3 Retention Stormwater Calcs_AB-onsite Retention 4/17/2008 Florida Erosion and Sediment Control Ins ector,s Manual FILTER FABRIC SPACING IF PASTS MATERIAL TQ BE 6-10 FEET APART 2.FEET rxiw 41 FOR ADDITIONAL STRENGTH „=III FILTER FABRIC MATERIAL CAN BACKFILLED TRENCH �n�Ifl 'Itl I Ij BE ATTACHED TDA 6—INCH (MAXI BEEN FASTENED D TO THE POSTS FILTER FAERIC MATVZyL,SEaF Or T>£"mr FASIDCD� �S°� D' ATTACHING TWO SILT FENCES V=CRSTEEL PEAT FMITEIY 811��FbiER VITH C r A�CTE�DAg B � PLACE TrE Da POST <F hE FIST FFTL$ F z Gill d i t IJfH P1ST5 At LEAS-JAY i— gid U/TQ Q � C a� VRH DE FAERX:M1TE;&K 1 i. N'Pf�fATE I-11� o�r7n�.� R VATE,, 1.11 11 BY4-DCHTF�q •a ar j DIM 87,,,POSTS A811T r le ruf,rrtn T; Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. 4-28 Cha ter 4 - Best Mana ement Practices for Erosion and Sediment Control Eh'TRA STRENGTH FIL.7�R FAaRIG NEfDED NITHOUT WIRE MESH SUFFORT STEEL OR WOOD FC57 J FLOW FLOW FLOWi ------ ----- 10 FT MAX 5PACIN6 KTH KR!` -murfsORT Few-r- .......... ENCL\ b FT MAX rpAGIN6 WITHOUT f"(IRE SlJPPORT FENCE PONDING HT. PONDING NT. AOCD STEEL OR FILTER FABRIC NIG MAX ATTACH.SECURELY TO UPSTREAM SIDE OF POST. RUNOFF alit �— RUNOFF I:22° MIN. . . I:2" MIN. WITH COMPACTED -RAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE f3AGKFILL TR>=NG}i WIT{ GR,4Yi!L No7F. J. IN5PI=GT AND REPAIR FENCE ASR EACH 57ORM EVENT AND REMOVE SEDIMENT?#iEN NECE55AR-11. Z, REMOVED 5EDIM-I NT S LA.LL BE DEPOSITED TO AN AREA THAT NILL NOT CONTRID.,rM SEDIMENT OFF-51TE AND CAN BE PERMANENTLY 5TA51LIZFD, 3. SILT FENCE SHALL BE PLACED ON 5Lopff CONTOUR5 TO MAXIMIZE PONO1W, EFFICIENCY. Plate 4.06e Silt Fence Source:Erosion Draw 4-29 C6/11/2008 07: 29 9042475843 ATLCBEACH CITY WORKS PAGE 01/03 V -S S�lrj City of p tlantic Beach � APPLtCATlON;NUMBEt`i Building Department _ (ro,be assign®d.by the•Bi llding..Dep�rtment).' -• 800 Semin ale Road ^ r -_ __ , P•1 � Atla"c Be Bch,Florida=39-6445 r Phone(9D l)247-5826 - Fax(904)247-" 6i E-•mad: bu ildnV-deptQcoab-us City web-r.to- hUpJ/www-mab.us BY, 153bg cbuEEd. APPLIC::ATION REVIEW AND TRACKING FORM �- De rbment review required Yes No Property Address: Building -� ( - Planning &Zoning Applicant: __- � U - Public Woft t� ,� r �••, ,.., , .,, ,.._. .. „Pubiic,Utilities. - - . . .. . „ Public S v Fire Services evLow Other Age icy Review or Permit Required of ermif Perms or Receiptt Verified By Date Florida Dept,of Envjmnrnent;�I Protection Florida Depl,of Trarq)orlation St,Johns Ri mr Water Management District Army Corps of Engineers Division of F lotels and Restaurants Division of A Jcoholic Beverages and Totem Other: APPLICATION STATUS Reviewing Department First Review: []Approved. [Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: PUBLIC UTILITIES Second Review: DApproved as revised. [Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: FlApproved as revised. ❑Denied. Comments, Reviewed by: Date: 06hi/.2008 07: 29 9042475843 ATLCBEACH CITY WORKS PAGE 02/03 City of l ltiantic Beach =.; tAPPL1 ATICyI!1'NUMBEf - - ^ :. Building l Department too ed_bj1�th 13i9ding tilepartrieerit [�� _ - $I�Q�rTill'.ole Road Atlantic Bi races Fblfde 32233-5445 y • � _ - . _ _:i:�'=;•��:,; ,.;.r,. v';,.:' tor,.. Phone(9C 4)247.5826 • Fax(904)247-5845 ��' .�:�.,r.1;�.,.._>..�.,.: �- - •:�•.:_ E-mail: bi Ading�dept@coab.us JUN 0�, �f1 DS3 Q� C *M 1 fGutedv=t�•i ' ity voabb•a Ite: httpJ&vww.coab.us APPLIC:ATION REVIEW AND TRACKING FORM Property Address ( De Anent review ra uired Yes No Building Applicant: � � a• (� Planning 8 Zoning A L� Pp Public works ✓ Public��a Fire Services Other Agc ncy Review or Permit Required Review or Receipt Date ofi Permit VerifiedBy Florida Dep L of Environmental Protection Florida Dep t.of Trarr4*rtaflon St.Johns A Iver Water Management District Army Corp;.of Engineers Division of I loteis and Restaurants Division of VcDhoilc Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: ❑Approved. IDenied. (Circle one.) Comments: BUILDING �r PLANNING &ZONING PUBLIC WORKS Reviewed by: _-- Date: PUBLIC UTILITIES Second Review: [Approved as revised. []Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments. Reviewed by: hate: 06/1 ./2008 07: 43 9042475843 ATLCBEACH CITY WORKS PAGE 01/01 Pudic Works Plan Review Comments Date: 6-10-01 Project Name'Address: 75-A& 75-B Simmons Road ,Application P�rMjt#: 08-777& 08-778 Check Box .Application Tracking Comments to Add Comment Provide imperi Mous surface calculations. 0 Provide erosioi and sediment control,plans with installation details and maintenance ❑ schedule. Provide draina;e plans showing site topography(flow arrows, etc,) ❑ Provide constn fiction site management plan, including Right-of-Way Permit if using i right-of-wayfc r construction arkin . Show parking on site Tuna ement plan. Provide a.pre-c onstruction topographic survey prepared by a.Florida Licensed ❑ Professional Lf nd. Surve or, showin 1' contours. Section 24-66(17) of the Lazed Development Regulations requires on-site storage for increased ruriol f, Provide Delta volume calculations and on-site retention required ❑ er Section 24-56 See attached info. Sheet If on-site storai;e is required, a post construction topographic survey documenting ❑ P—roper construc tion will be re wired. A Right-of-Wa�Permit must be obtained for use ❑ A Revocable E-tcroachment Pemut must be obtained. ❑ Pool—Wellpoi:it (if used) must discharge into vegetated area 10' minimum from ❑ street or draina ge feature (Swale, structure or lagoon). All driveway aprons .must be concrete, 5 inches thick, 4000 psi, with f bermesh from - the edge of the >avement to the property line. Reinforcing rods or mesh are not ❑ allowed in the I:OW Commercial driveways—6"thick . Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must he ovexlai,1 10 feet in each direction from the center of the out. Repair must be ❑ shown on the p1 ans. Proposed drives vay paves entire right-of-way. Section 19-7(l states maximum driveway width at property line and through right-of-way for duplexes on a 50' lot shall be 24'. M jximum combined driveway width for this lot is 27.5'. Storage swale must,relieve to right-of-way or other existing drainage feature. Provide flow pa N. ❑ �1 �W Habitat for HumanityD Jacksonville Beaches February 19, 2008 ~' Mr. David Hufsteder ?=& -•� Building Official 200 City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Dave, Beaches Habitat has acquired a parcel on Simmons Road, on which we will be building a two story duplex. I am in the process of preparing building permit applications for this duplex. Builder's First Source (company that is doing structural and truss engineering) has requested that I get street address for this duplex. The lot is on the north side of Simmons Road between 85 Simmons Road(to the east) and 55 Simmons Road(to the west). A house with addres57 immons used to be on this lot. Urn incl-dint ., Qite plan showing the duplex. �� C�-�j� 7e - Urn you be so &ind as to assign street numbers for this duplex. `J Please let me know if any additional information is required. Thank you, Sincerely, r Paul Finley � Construction Manager 904.334.2278 attachment P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org s { i i ,M: = „l :3�VOS 4� W o 00 F-- � Q o o rn O o , • lL _ tJ a u Y Y a O O z i"C) i 4 0 X m z oz a z z Z iW nw 1`o a a a (01310 (�C�57'blZl Q vW O �a I^ C� 'Uo N ,00*9z L J L.L Z ; ff I- - - - - - - - - - - - - - .aQ 00 I I W V) 0o I� 0 0 7 I I uj I I I 0 Ld cy- o IU n Z O U I =� M T uj _ �- I x ' J w O ori Ln a v S I w � Lr) � OAU lO J J � /T (n m m _z I VJ c a ZZ S} �. (� " ON3j 3,"lm'O' b ^ Q W e+ r. jll� x x---x—x--x—x=*—x LL i Q D m 00'SZ L (0131.0 ,08 tZL U w -011 O Z z it :)W m oa a O 1 � o O ~O J X VII X v NN M r` O M t -i m o L LL- 0 0 r W O o N �I Z Z z Li W m LLJ az J W r� W o ~ m o a v=i Of c� �n O N-0 z Z-(oz - LL. c a as W d 0 d W�wp < oNW Q 10 � O a r; I _ �- 0 In om a M I (n f- OWOr , 00 �m I Q Q m T- r oV� i m ig N Z owN of } Q Q N 3mo lI �a i w = O(� (n r^n �o Of CO m J CJ v, 0 �o I 3 ¢oZ w � Z 1 (n 2 sie o a L� 1�ti (n U Z 2 o O 0 z = W Z O p >- W Q > _ �O ja °- < V ao w N Q Wj /0 ' D LLJ '�/ a /� a I W J ! L_ d V J W U J J Z �;-4 z � z QV)0 `n L O = J � j j � � C)a J I � o _ w f- LLJ w 0 ~ Z o0 a /1 � 0 W J W O W � /f1 a m a I 0 `y/ (n J Y F-- � LL p IL p I- Q ErW I U d p (� pW Z J m ' _ G:� Q Z Oftf J F W �J LLJ a. it ,ti' oa o W -i LLi -o Q Q C) Op ZQJLLJ ZCD Q QLLJ 0 wQO 0 - n w LL) QO Om0 ZI � Q 0 LLJ LLJ o LJ 0w � Un p Q� -5; of �z p Z O � OZ o = 0 w F= o O� Z 0 V) - 0 U1 0 Z p Z z M (r0 � wOf � � dN `- p 0p (n � OQUn OQ a 1 ) I � Q � I- W O 00 Fw p � 2 �' Q UOw �a LL. 0�0 1Z o Z U C71 00 Cn Q Un L� Ot 7 LLJr X J Q Lo 0 W o, p p 0 OO (1 OO �t W � Or rzQa I mZ m J U W W W W ~O Y W X �� W Z ~V) N �vwia >- IZ w z < - F- � 0' Of00Z U10 (AZ - U oo� m } O oN Qw p Q0000 Q (nm0 0NQ � w Q? O mN W �o (n W w W W W = _ = Q Q U1 p z m F=- 0�mLLIo Y = m � p p p p � Z � w w 00 Q 0 : >Z� W W O = ~ 0 z Q m U 0 O w 0li J 2 J J EJ D 0 0CRZ) _ � _J Z 1- � Z Q : - - . Z mZ0 W 1- LL- a- : ZLL- zoo U O lL