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Permit 780 Begonia St CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number '', 06-00033947 Date 9/21/06 Propertyadd ess 780 BEGONIA ST Applicationype description MECHANICAL ONLY Property Zoning . . . TO BE UPDATED Application valuati n . . . . 0 ---------------- I------------------------------------------------- Application desc 1 CU 1 AHU ------ - --- -- --------------- ------------- - - ------ ------ ----- ----------------- Owner Contractor ---------------- ----- --- ---- --- ---- ------------- AIR FLOW DESIGNS INC 5615 ST.AUGUSTINE ROAD JACKSONVILLE FL 32207 (907) 398-0831 ----------- ------------- ---------- --- ---------- --- ---- --------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . I Valuation . . . . 0 Expiration Date 3/20/07 ----- ' --- I,------ ------------------------------------------ Fee summa- ' y 'barged-- Paid Credited Due -------- ' ----- --- -- - ---------- ---------- ---------- Permit Fee Total 7{I9 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 r if PERMIT IS APPROVED ONLY IN ACCORD CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: 9- 15- 0 Property Address: 9yo Owner: Telephone Contractor: 121 's-i of/V Telephone#:� S y0y3 Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: a/Electric ❑ Gas: LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space Recessed �-� antral ;Floor ��idential ❑ Air Conditioning: Room l.�entral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity c$n ❑ Refrigeration tLAW Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System L3 Gasoline Pumps (Number) C3 Tanks (Number) )9/New Installation ❑ LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel ❑ Extension or Add-on to Existing System Cl Boilers ❑ Gas Piping ❑ Other-Specify. ❑ Other—Specify. LIST ALL EQUIPMENT ATR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving. Number Units Description Model# Manufacturer Ton's Agency ,y ;. . C) HEATING—FURNACES,BOILERS,1'IREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatiantic-beach.lLus ' f 5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032554 Date 3/17/06 Property Address . . . . . . BEGONIA ST Tenant nbr, name . . . . . . SEE MISCL NOTES Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BENNETT KEVIN W. BENNETT 4429 JIGGERMAST AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee .00 Issue Date . . . . 3/17/06 Valuation . . . . 0 Expiration Date . . 9/13/06 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED TO REMOVE 5-3FT OAK, 2-4FT OAK, 2-5FT OAK, 2-6FT OAK 1-8FT OAK, 1-12FT OAK, 1-10FT PALM, 1-8FT PINE 1-3FT BAY IN THE INTERIOR ZONE. APPROVED TO REMOVE 5-3FT OAK, 2-6FT OAK, 1-10FT OAK IN THE EXTERIOR ZONE. WILL MITIGATE 2-6FT OAK, 1-10FT OAK,WILL PROTECT 1-3FT OAK, 1-4FT OAK 2-5FT OAK. **** LOT 4 BLK 144 SEC H **** Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total .00 . 00 . 00 . 00 PERMIT I9.EIPPROVED ONLY IN ACCORDANCE WIIII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. x BUILDING OFFICIAL CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received b 5:00 .m. on the Friday Y P Y ten 10 days nor to the scheduled( ) y p ed meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BERROCESSED. At r APPLICANT NAME AD KESS TELEPHONE 2. ADDR SS OR LEGAL DES RIPTION OF,, EE'REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: KJE4, 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YESNO NOT SURE 5. SITE PLAN/TREE SURVEY indicating:. a Existing,and'proposed structures. b. Location of utilites and easements as applicable., c. Location" species and size of all trees.with'biameter at Breast Height (D.B.H.) of six inches or more. a d. Location, species and size of ally to be removed should be clearly marked with an "X". e: Location, species and size"of all trees to be perserved ort-slte`for replacement must be marked with bracketsY°[]° `$ r f.• Location, species and sizer of any proposed new replacer> ent trees marked with a circle "0". g. Location, species and size'of all trees to be.preseryeo c� _�sfte with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a Barricading at tare,drip line of all trees to be,preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The pro erty comers must be marked by.stakes or paint indicating the lot. ie tre6s Id All e ntified-for removaj MUST by marked*on-site by.REDlORANGE'flagging, paint d. or tape,. t t urs' i e. All trees,to d' -site for mitigation MUST be masked witii`BLUE/GREEN 1#:.�t� id*Ut flagging"paint or tape: 800 Seminole Road,Atlantic Beach,.Florida 32233 Telephone(904)247-5800 Fax(904)247-5845 1 Of 4 MAP SHOWING BOUNDARY & TREE SURVEY OF.- LOT F.LOT 4, BLOCK 144, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA W LOT 3Y Y LOT 3 Z 0 0 o 0 O m m • 13' PALM Z Q FOUND 1/2" IRON PIPE ` DURDEN L.B. #6696 .7' OAK 7_ OAK 7.OAK Lo o 3'TREE( A7'OAK 3' OAK 5' OAK ® Q�► �8' OAK . 9' PALM i � - • B- 3'TREE 7`8'OAK 6 DEAD DAK OAK JAK O7' OAK - OAK Ik O 4- OAK 12' PALM 6' OAK x 8- PINE TW. 3-TREY � � _ 3' OAK O x3 OAK ` !\P Q l , LOT 4 0 3' X4 ow O Cj/Jv �Y �]8. OAK X 3• om 3_ OAKLo f� 4. OAK. ` 6' OAK V x3-OAK 10.OAK L.L 10' PALM)( �.QAK OAlCOAK 0 3' '_O,' X5. 2 OAK x3'OAK 'A3" W • 12' PALM +' FOUND 112" IRON PIPE 3. OAK �� 3 OAK T2-PALM 9'PALM s'aK• \0 DAK.• DURDEN L.B. #6696 B' OAK :5"5- Q 3- OAfC 8.OAKS 4 3, x 5- DEAD OAK•9. P" '9'PALM 7' OAK 3 OAK 3 OAK 4 Mai" 6'OAK '3'OAK 4. OAK. 4 Q Lo 5' CAW � Lo RM � a \m LOT 5 7' OAK- LOT 5 o w MAP SHOWING BOUNDARY & TREE SURVEY OF: LOT 4, BLOCK 144, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA W LOT 3 Y Y LOT 3 ° z� 0 0 4 a \m M ID J •13"PALM _ 2 6- FOUND 1/2" IRON PIPE OAK 7'OAK j DURDEN L.B. 16696 -7*DAK n J'TREE ® �T OAK 3104.OAK •9"PALM �., OAK 5'OAK 9"PALM • • 3"TREE LLi . X p .8'OAK O \ 7"OAK, °"` • "5'OAK "_,= OAK '( 3 OAK Q Lid 0 4.O ]12'PALM 6.OAX x 8"PINE TW. J"TR N 3� / } ° � P O i LOT 4 '0^ 3 QA DA ,�Y 5•OAK X 3"OAK 3� L0 �^ u' 1 1, 4"xOAK. \I f OAK y R D� �/0,O K ' }LL 10-pAUX X OAK Z•��a ^T O OAK I 'r OAK X 3'OAK �(S•OAK VS'2 MK •12'PALM I� J'OAK FOUND 1 2" IRON PIPE . 1 — _ 9•PALM 9'oAK• z CD / 3 OAK4.OAK x 9'DEAD OAK DURDEN L.B. jf6696 s"oAK :5,5. _1' 3 OAK' s.oAK' .3.OAK •9'PALM r •9'PALM ^ . 7'OAKS 3.OAN 3"OAK' 4'MAGNOLIA. O Q .8'OAK 'J"OAK 4'OAK- a Ln s•oAK a z0 a m LOT 5 ,•oAK. LOT 5 F= L= O z z O N 0 N O O O ANGLE TABLE FOUND 1/2" IRON PIPE NO IDENTIFICATION A = 90'18'00„ WEST 6th STREET 8 = 89'42'00" 50' RIGHT-OF-WAY NOTES: THIS PROPERTY LIES IN FLOOD ZONE "X-SHADED" BY FLOOD MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D` ALL INTERIOR ANGLES SHOWN HEREON ARE AS FIELD MEASURED AND POSSESSED TREES SHOWN THUS .°•Om WERE MEASURED AT (DBH) PERMIT WORKSHEET Certificate of Occupancy —� Job Address: 7fe 6KOA114, r7- Type Work: Property Owner: Af r i-11 -A--nt 7/ Phone # 7y7 Contractor: Q Phone # Permit#: Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# 66 31a2ty Lintel JEA Release t7 Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: ( — CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/15/07 Parcel Number . . . . . 170927-0000-5 - Property Address 780 BEGONIA ST ATLANTIC BEACH FL 32233 Subdivision Name Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 06-00033150 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Buildi g Official VOID UNLESS SIGNED BY BUILDING OFFICIAL E CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET 1 . Date Requested: N. D 7 Contractor Name: -A 177- Permit 77-Permit #: 'd lo Property Address: 7�0 �9��'a-�' J7 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: ,�, , CD Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. --P tA- 3. /5/. a 7 o ,7 C ow'e-er Public Works Planning Dept. Building Dept. Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No Graham Shirley From: Walker, Chris Sent: Wednesday, March 14, 2007 9:27 AM To: Graham Shirley Subject: RE: Co Inspection Everything is good to go here! From: Graham Shirley Sent: Wednesday, March 14,2007 8:56 AM To: Kaluzniak, Donna; Deming,James; Nodine,Phil;Carper,Rick;Walker,Chris; Hufsteder,David Cc: McKay Cathleen; Matthews,Carlene; Lanier,Joyce Subject: Co Inspection Kevin Bennett has requested a final Co at 780 Begonia St for 3.14.07 permit#06 33150 Kevin can be reached at 744 0747 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab.us 1 03/15/2007 13:06 9042466495 OMALLEY PAGE 02 RAISON OSBORNE tool Fk3M FAX M0. Mar. 15 2W7 12;90" P2 MAP SHOWING BOUNDARY SURVEY OF a n i°` � r° i`c`"1"Of ON AS 000100 IN PLAT BOOK 10, PAGE($) 34 OF ME CIJMMT F UBL IC RECOM OF OV VAh OOtXM,.MOMM. CUTUXED T01 PUT. F. 4UNSAVLIES. STUART TITLE GUARAM COMPAIM, WATWX & OSEORRB TITLE SWIMS, INC. An MLS PUM NOMI; NORTUGR, IRC. MAC9 143 LOT !I �� J LOT 3 loOdt /•t3 ! " !LACK 14,3 �IA�1 to j ar LOT 4 i SLOT 144 W iff Jr P1If '.9" Har• AIR 'b law Raw rMrtMr�Gaal acranoMe 0100 W►!>m ON M Mo+f0 a� �� ^�a�aiura�+L�s�� .:siar�4�!v�raiool,��. 1.Moto Aw oN nor w"MOMM A; AMM P ANT,NOT r Wlgf4i _p�p��p� _ ,, ! 001- 4140 IG 0 varit NOT OEMG�IlD EY 1MK I�jU�R�1!ptUt [��W�/4, ! �0O11MMME OF A R"CA 40 110 LC 4pp6/06 lmIL dMlt l H �1NAf a. t lollAl! usOld! I 1n' TMS 8U 4my V" 0" LIN007! my Sf FOR LANDAND kOMM T4 6MIMINM TfONNICAI O AL1'own F ON _ Mal? �� ■ � aF 6Y. ?TMa L fFAALJNIl FIOAOA Cg TE 010..4570 .+or' No. ogre - - IIO"; DWYM 44 TlK ANSED MAL OF A FLORId► MA I Graham Shirley From: Clemons, Malcolm Sent: Thursday, March 15, 2007 4:23 PM To: Kaluzniak, Donna Cc: Graham Shirley; McKay Cathleen Subject: RE: Co Inspection No irrigation, n/a Malcolm From: Kaluzniak,Donna Sent: Wednesday, March 14,2007 8:57 AM To: Clemons,Malcolm Subject: FW:Co Inspection From: Graham Shirley Sent: Wednesday, March 14,2007 8:56 AM To: Kaluzniak, Donna; Deming,James; Nodine,Phil;Carper,Rick;Walker,Chris; Hufstetler,David Cc: McKay Cathleen; Matthews,Carlene; Lanier,Joyce Subject: Co Inspection Kevin Bennett has requested a final Co at 780 Begonia St for 3.14.07 permit#06 33150 Kevin can be reached at 744 0747 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab.us 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ;r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ie�13�y> ' INSPECTION EMAIL REQUEST: Building-deptgcoab.us Application Number . . . . . 06-00033626 Date 3/15/07 Property Address . . . . . . 780 BEGONIA ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE/new service 150 amps 240 volt ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SCHUMAN ELECTRIC INC. P. 0. BOX 48171 JACKSONVILLE FL 32247 (904) 737-4040 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 8/07/06 Valuation . . . . 0 Expiration Date . . 2/07/07 ---------------------------------------------------------------------------- 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 ofAtbndc Peach Pennzat or�nc ra To: JEA Electric Order Fulfillment, (Fax.No.: 665-7372) Attention:. Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# a[0' 33(0Z (a Date: 3. /S" 'o I Service Address: 7�'D �F9By► �r Owner: Owner Phone: Electrician: ck6 k.in d1- 1 4 Electrician Phone: Type of Work: New Service Lfl� M Home Subfeed rj Increase Service Li Heat& AC rI Repair Service r I Other [ j Rewire [—] Other Description: Temp Pole Service Type: [Overhead (Repair/Replace) L_jUnderground(New Services) Building Use: ai �sidential ]Church "Environmental LJM-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: Z07 'molts: d LD Phase: / Existing Service:Amps: Volts: Phase: E-mail:cravli@,ica.com or scliwrcii iea.com or resom[@jea.com HP OfiiceJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 15 2007 1:40PM Last Transaction Date Time TYpe Identification Duration Pages Result Mar 15 1:39PM Fax Sent 96657372 1:25 2 OK � s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033626 Date 8/10/06 Property Address . . . . . . 780 BEGONIA ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------- - ---- -- -- - - - - - - - ----- -------- - --- --- - - -- - ------------------- Application desc TEMP POLE --------- ------- - ---- -- - -- - ------------ - - - - - - - - --- ---- - --- - --- - ------------- Owner Contractor - --- - --- ----- - ----------- ---------- --- - -- -- -- --- SCHUMAN ELECTRIC INC . P. O . BOX 48171 JACKSONVILLE FL 32247 (904) 737-4040 -------------- --- ------ --- ----- -- - -------------- --- ----- - ------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 8/07/06 Valuation . . . . 0 Expiration Date . . 2/03/07 ----------- ------ --- --- -- --- - --- - - -- - ------ ---- - - - - ---- ---- ----------------- 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 T4 ! n sfe C� PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP'U"cejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 10 2006 1:10PM Last Transaction Date Time Type Identification Duration Pages Result Aug 10 1:10PM Fax Sent 96654470 0:31 1 OK CITY OF ATLANTIC BEACH 3 '! ELECTRICAL PERMIT APPLICATION Date: fr/.12_/O Property Address: 7 8 0 &�pnl,A S I Owner: a�e,40IE;-(- Telephone#: 7 Y q- o 7Y 7 Contracto •K s �c�-c c Z,�c . Telephone#: Contractor Address: 3(o (P o Sr. usn-it�p _T22 07 Fax#: Contractor Signature: .9- In consideration of permit given for �' ,the wor as described in the above statement, we ereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and inacc rdance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Seryice: If other construction is New )dC, Residence Temp. ;?5�New being done on this building ❑ Old ❑ Commercial L3Si ns t] Increase Or site,list the building Signs Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER LUMINUM Switch or RACE Breaker AMPS PH W VOLT .2 Yo WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number 011 Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEA D OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioni COMP.MOTOR OTHER MOTORS AMPS HEAT 1 -- 3•rv� o (C.0) 1-l o i ft,J Moto 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.-Sign Miscellaneous 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04 ceryl P�e�r�c,�rs Sc�l��ac� ��so'x poi i�s� 1� t srz 3z'X 63= zo« 01W 7-oz not k WGA • r.�G.'�t: ^"' w � ? T -. _ ccam�// ''��•••y��'�A� 7 9 SALT A. w�� tit IN1 (.tai- � -�► ; Yr M';3 xs y �'"��"a t .ti Vii" •t V r (� Q 4 '. rx i � „ ^ x ti Kin`s is �, , a^ '°�• .7.1 jp�(�y� 41!,410 O a �x'E: .I r �. �4yt., t��,1 xY" "� r �•j} �2 wr ,� � 'i '�� + � 1t a4 S ' LL\"e�I r a /,1 ♦. a ; i ,� ° rYa l�f � "T5�'rh,y �. W„xs� �� ` �� .$ � <$ � �tk ,� ' b•VU�rT1• � �4, i � �'µ� M1 � 4�' ct' :'a' Yp,(ek, bs rr(.`' a �' � ,�,-s S• Yt}' /�)( x dRC+ a e +o f n w v. 7rs x • 9.1r i�' I •.�F"'. ,:.r, e k ^ "x,43 a Qr j,�x r : k •�4 3 T� V5w .F` �, •F f l•I 3 'f ri .# Q"�x � Y f y f�..S ��.��' t�� reY 4•�� a rd ! a ell----V-64L } ` GLAZING OPTION CROSS SECTION Jr. GlALNO NO AVAILAB IN MNL- UKNE DEBRIS . TEST Na SBO-S60-011 ON OCTOBER 12.1995 INCLUDED CLASS NINDOWS IN DOOR BONG USED. THE TEST PRESSURES WERE*40.4 PSF AND-54.7 PSF. BY"- 25 GA.MIN EXTERIOR SKIN COMPARISION.EIGHT(B)11'X 16-1/2'GLASS WINDOWS MAY BE INSTALLED IN THE.'.e ./G-40 GALVANIZATION TOP SECTION OF THE 16•X r AND 15'X 6'MODEL 600 AND MODEL 950 DOORS '•< -"I Z' F^. 12 GA.CALK COM.TOP ROLLER BRACKET WITH VV PROTECTIONFRAUE ' ATTACHED W/(2)6/16'X 1-3/4' WITHOUV D—INSER73 MIN.3 /SY THICK SSB GLASS PRROTEC71ON LAO BOLTS PER RACKET ".••. A.DJJSTABLL SLIDE BRACKET ATTACHED ...... . W/(1)1/4'It 1/r BOLT t NUT PER BRACKET 3' 20 GA,STRUT- ATTACHED W/(2)5/16'x 1-3/4' LAG BOLTS PER END STILE (10)/B X 3/4' MOLDED INSIDE FRAME _ It' AND BOLTS t 3/4'HE%MEAD pm)HEAD SCREWS . SCREWS AT EACH INTERMEDIATE STILE AT EACH WINDOW FRAME ro' t5-1/2- 1-1/2'x 2-5/0'x 20-1/2'. SWTHERN YELLOW PINE SPLICE TRACKS AT THIS LOCATION p• BEHIND ALL END STK ES w/({)1/4'-20 TRACK SPLICE BOLTS!NUTS sEKaIRE TO JAMB MTH(3)5/16'DIA..1-5/6' 14 to,MY.Sim LAG BOLTS 7. ROLLER HINGE ATTACHED W/(,)1/4 ■3/{. HE/%()HEAD SCREWS AND /B'LAC BOLT C LA0290LT PER1R 30LLEA HINGE AT EACH JAMB BRACKET L" r FAU°"rse of _L 12 GA.QALY.STEEL TRACK SPUUCCEEBBBai 1/4'-20 (4)STEP/UFT HANDLES E Ly.S1E12' ATTACHEDW/(2)114-20 X 2 In 2'CALV.STEEL TRACK ES ATTACMED BOLTS AND 1/4 X 20 NUTS - TRACK THICKNESS: .063' P X 3/4' D .a;... SCIM PER MINCE �p G , w,.. BB BOTTOM BRACKET V.OAIY.STCA ATTACHED W/(2)1/4'k 3/4' .. RMONATE STILL HEX HEAD SCREWS AND A l 6 BOLT 6'a 1-3/4' �• TRACK CONnOURATON FOR 6'6'UP TO C TALL DOORS TION `01 CONI ALUM.EMUSION JAMB BRACKET LOCATIONS �6�a8 , 2 W/CONT.VINYL ASTRAGAL C D E S ,.,' !u ' ••,. SCION A-A (SW/ VIEW) NOE,; 39' 37 70' t C >.. 42' 63' b ESICN LOADS •`t��•} �,5��'••,• N34 82 +24.3 PSF4 "' O 39• 57 73• ^26.3 PSF �� +.' ,L, 'LJ cV %)+•t•` TEST LOADS +36.5 PSF - Ltt -39.5 PSF W000 .LAMA ATT CHMFNT TO STRI)CTURF RATED TOR 100 NPN FASTEST-MRF AND 7p,A AM M70 c4. t, I• V S Q 124 MPH PEAK GUST WIND SPEED /T••�,Vi _ F7, ` 1.DOORS 00 KAIMAK WL K 6190007.YAMIFACMb A �� .•: f7 AM NSIALLE)MRI STANOMM AS KT fMVK Sl DASMA !r %PL• _ L OOaI=CTOM WNL K 2S G(.M§')MK ROLL rORNm �/ ` �.''•... ffinLY iu.. n..�uvr m•aGG nAW S1NKtlNN• UST CUUMVICI WAMM. 0-M 9K AM17A710N ri 4/1r■rue faa'.s nMTMO r FRa+owe T+al 1r as a DGGR2 wro ro'MCH eaNa4t v(4 Kcnan As aaAK ': 4-DOw2 um ror NON mN/22i CHF 2,A�y%R '" 1271xu ,.Ne.rt.o..vT m i.m ti fL1IGR1[ L VA4"1N91"'We N A"I.D1. K DOKNm ••J/14}1„II4•'"• ILA x.N eOLT 2/4'a O STMTAID 4'111011 D1OS INC 2P 0.0 NY A RCafiRm PRO TSMONAL[WOMMO 1 FOR ee1D LOAM ML11 xxx c A .2/e'Y 2-2F4'STAR7M0 S'r/1a O1W iNd 24'n0. a INDICATED NL�i1HDao RsliuD IM rAi NesrAN7uADDITIM TO i mNrptN EV DESCRIPTION OF REDSKINS DATE 2Y ll'R,A A MM MEM 3/e'x 4•STARWO r FROM 0475 71101 N•0.G l'u M PROCmUI1E OC2OROm N ASTM 13X}-4Q AMM A COVOt7ED DRAWING 70 NL^A'FORMAT 4 3 D2 DV Sa1'"0"RLDW Co”'SCCRON IWO MM l0.AD CC9W aRIDNA /2/ •Fn.S A4NA•Y1•UININT m c-471 RMY M rouAvm PARAMETER! pTHE PRESKW43 Pow a"TIC UMNOi RITE CALCULATED IlM110 _ 1µT i1IK ANpq 3/4'x 2-3/4.57AI17x10 4'FROM Don TNOI 12.0.6 A 9ASC ee0 SP®K 100 WH(FA57LST-WRIT m/%ArsV TAPCp 1µ'x 1-3/4•STAxT*o'4'rRw AR4 Dom um Por a DOOR CAN K■OTAUXD wM 2 IIIT a LLpts ND7M .OW PINEFASMUOM CT-.T)AT 14'0.G "ME 1K GUM STNP C 1r WAK AOOF MOUNT AT ANY BJ1PC165 CARRIAGE COURT A MINSTON- N.C. 27103 ' %A=AMD 2X71 DANK CDJWIVMs m PR01ON C A JSM MDIN W S1■SAOL 0. Inc FACTOR of I MODEL #600 STRATFORD TI1p'41ATLN or eDw•rlln 9r D7NDq L VOKOW AA11ND of C MODEL #950 $EMAGE . .. 7. 11ant MM•CTD 6F 124 MN w7A 2 rMT Dr DOaRs 41DTH 15""1 EDGE SD■P MMIK S 3r M LEIS ME-*ROOr"ICH SIZE DRAWN BY AAE I DATE 07/23/96 DRAWNC MI1J0D1 NT RK FOC AM ASCE 7-K CKED BY AAE DATE 04n3ro2 FlJ1-S7U-001'-.' ,' C7 r ,•" + '�, - '-`IfIN• �.l .••�-'aa'---•.•:-'w...._.r............ ._.,.,_,...vs�.. .i••ar.,}. .•++t•• 2"`r> ,,.-.pFs't 5,; . EMBEDHENT .�eC;KF_,,F, �-s3 �. �.#'.-�:-t. ,f<. ..+t Y •- r F. �'s-: +. ,.. !.'+�•'.•+•w%.� y T, .. .. ' r n _ 1/1• MAX. 1 "�4 TWEEM }. SHEATHING• �(. '-1 TVO BY"VODD ' l/ y! r i 1/INDOV�VIDTji FIN a BY_OTHERS Y '' (^� tSHLM-SPACE �- - --BY OTHERS •rr../ v r� 4 ... i b $ 'a; t �: �-SHIN AS"-REWD. TVO BY:WOOD a „ .. � ;NS"• t IAuC . ,= t: * ;r•-•. (SEE NDT S)v,. _•STUD BY`OTHERS-- . AS'REQ'D �' Kl` +Tr:A � E l +t,'ukU'1� x �:" a, l G .. W. ".. :. ••,•, �.• :,"... t v rf ?!:� : !h. c �,a' ;•1(/�;, •.};^;,1,�. 7-`.j a�,:'T :r, r4 " EKBEDWNT ='1/4' MAX. i c i F' r ". GLAZING CTYPJ �. a SHIM SPACE e x .;ei r; aCAULK (SEE NOTES) Gi } ` SHEATHING OTHERS. 3 FIN TYPE t } ,_• r�a >'t BY OTHERS WINDOW FRAME. -+ CAULK BETWEEN HEADER FIN TYPE . GLAZING CTYP.) WINDOW FRAME WDYDO FIN (SEE NOTES) WINDOW JAMB � SHEATHING WIDTH PERIMETER INSTALLATION ANCHOR CAULK 18 WOOD SCREW -- - - �:.- ---- ` �_ A_ .- BY OTHERS sTUCCD — _ BY O �„ fi ,; . �/• f - \ s\I � ��?-. _ , ___�•�._ S:'' I r THERS.t t - +. 9at1aDING PLANS O(AM1N' .L\ L. S �!`r " $,Z iw :�f * j' FOR. ; I , tr i- �.° SECTION ,8 8 ► CODS COMPI.o XE x 9_, + B a Iw THIS.-PLAN_ __10B a e' 24. OG ` t a t c to+ ''-MAX.(TYP EQUALLY SPACE . � C ' APR 2 5 2002 n �T i ' WAI ANCHORS CTYP.) r t•. a a �5 S GLAZING CTYPJ t t# ` t u k i• --- - - -- (SEE t�7Es1 a0dag Zon g InsQectio iv ax,R-x x 1 1 T I '" 1 N AS REQ'D.`l�T EACH UiSTALIAT1oN A►�FWR. , a sa 1;1 •1;_ ' y 1 K 3_ . '- STACK-TO2).WINDOW FRAME MATERIAa ALUMINUM'ALLOY 6063. 3) INSTA.ATKk1 AMC.M MUST BE OF SUFFICIENT.LTM46TO ACHIEVE MIN.'EMMBEDMENT OF 1' INTO WOOD BUCK. b t g> G (" * ' v {+ t Zr 1 TYPJ 4) USE SI K MIZED ACRYLIC CAULK BEHIND W4=W FIN I AT HEAD.'SILL & JAMBS. ; 6 MAX CTYPJ - 5) -USE SI ICONRED ACRYLIC CAULK FOR PERIMETER SEAL:-. WINDDV FRAME AROUND EXTERIOR OF WINDOW FRAME - --SILL "ELEVATION 6) IF EXACT wlNDow slzE Is NOT LI57ED IN ANCHOR CHART, '.IMETER f MARBLE SILL ylEyEp FROM EXTERIOR USE ANCHOR QUANTTTY LISTED WITH NEXT LARGER SIZE CAULK STDOL 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF OTHERS BY OTHERS ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 �. �s"l r , - ','—I •; I r t5{ s AND 2000 SEINES SINGLE HUNG WINDOWS. e1 L 'ICHOR �• CREW TWO BY WOOD COMPLIES WITH FBC C1 WPTER 17 SECTIONS 1707.4.4.1 FOR BY OTHERS ANCHORING REOUIREMENTS AND 1707.4.2 FOR MASONRY J• . _ CONCRETE OR OTHER STRUCTURAL SUBSTRATES. MARCH 1, 2002 £EN FLORIDA EXTRUDERS�' �''ATIorrAi., INC FIN SHEATHING SANFORD, FLORIDA -RNG BY OTHERS I'MIR TITLE: INSTALLATION DETAIL W/#8 SCREWS SECTION A—A EMBEDMENT �1' SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, L 2000 PREPAgE6 HY:POt�R[J.AMORUSO.P.t: - s swwtNca�E ;B H : APPROVED BY: t RL WAY DRAWN HY -- -- _ - FLAPELKE DO.FL E IOW.417W " DATE 12/13/01 i SCALE:N.T.S : DWG.:FLEX0026 SHT,i OF 2 INSTALLATION'ANCHOR a �R'WIDTH 1/4' MAX. SHIM SPACE,s !< jNSTALLATION ANCHOR mr, ,•: �:(SEE NOTES) #8 SCREW p.i 4/O BI WOOD 8 CREW I-1/8 MIN THY OTHERS _. CAULK BETWEEN EMBEDMENT s #s r ' TW O BY,. .' - - - - j OOD S.,DOOR-FLTWO BY WOOD,9.22 "�,�SLIDING/GLASS BY OTHERS �,TS•BY OTHERS n',DOOR FRAME r- JAMB CAULK BETWEEN __ ._.. HOOK STRIP A SHEATHING 1/4' MAX. SLIDING GLASS DOOR SHIM SPACE HOOK STRIP SHIM AS REO'D. - (SEE NOTES) --_ • 1-1/8' MIN. i L -_:_ �- 1-1/8' MIN. . EMBEDMENT _ EMBEDMENT INSTALLATION ANCHOR #8 SCREW SLIDING GLASS TEMPERED GLASS DOOR FRAME (TYP.) CAULK BETWEEN HEAD __. __�.,._..� __.. - DOOR FLANGE - - 6 SHEATHING, _� � SHEATHING BY_OTHERSTEMP - TEMPERED . tS C + ----s-- _•__ __ .____�T.-_CTYPJERED. GLASS GLASS (TYP.) F PERIMETER - ' SHEATHING SLIDING GLASS DOOR STUCCO OR SIDING ___ CAULK BY _ v - . BY-OTHERS INTERLOCK rl BY OTHERS DOOR # ;OTHERS i STUCCO r r OR SIDING NOOK STRIP DETAIL HEIGHr,� - -SECTION B B BY OTHERS IL PiI # y z 17 .DOOR MATERtA1I ALUIOMm lilAY 6W3. r —r-•A _ 2) _#6 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MNL EM BEIMM OF 1-1/H' INTO WOOD. TAPCIIN TYPE INSTALLATION ANCHORS AT Slit MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIK EMBEDMENT OF 1-U4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK IIF THIS SHEET. _ * 4) USE SRJCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD L JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOM 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART.USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THEAPPROPRIATE DESIGN PRREAD 7> FOR POCKET DOOR SIZES USE CLODOOR SIZE l CONFIGURATION TO FINISHED OPENING, PLACE INSTALLATION ANCHORS. IN FRONT OF HOdC STRIP AS SHOWN. H B 8) .GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGE GLAZED OR INSULATING GLASS. ° to) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER 11) SHIM AS REO'D, AT EA. SET OF INSTALLATION ANCHORS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST.BE MADE OF CatROSION RESISTANT MATERIALS, A 13) WHERE 'X' REPRESENTS MOVING PANEL AND .O' REPRESENTS FIXED PANEL APPROVED COMB-IGUIRATIONS ARE AS LISTED:ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN (IN THIS DRAVING, HOWEVER INSTALLATION 9.-EMBEDMENT , -EXTERIOR�� ELEVATION SECTIONS 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED a1-1/4' MINWE M r}, COWIGURATUNs. BUILDING P �OR $MOWN 15) FLORIDA EXTRUDERS 1000,3ERIES SLIDING GLASS DOOR IS SHOVK THIS PRINT ALSO APPLIES TO e ° RF-VIE 2000 SERIES AND 500 SERIES. ° CODE COMPLIANCE SILL PLY KEEP THIS PLAN ON 10B ER IN BED INSTALLATION ANCHOR APR 2 5 2002 3/16' DIA. TAPCON T n EXTRUDERS SECTION A-A Building oning Insvectio 'N-1az.,FL. 1 1J E iN?. IN-. SANT GRD FL. Exa �,�o L TITLE: SLIDING GLASS DOOR 500,1000 is 2000 miner SignetUre BC CHAPTER 17"SECTIONS;1707 4.4.1 FOR Lra BY: INSTALLATION WITH #8 SCREWS —1r, REMENTS AND 1707.4.2 FOR MASONRY,` lL. 0W_mW.R SZa?e ' DRAWN BY:BB APPROVED BY: -SER;STRUCTURAL_SUBSTRATES, MARCH 1,""2002 s ;,FSA PE ucam Nm 4s7II2 � A1'E: tamim.,`°.' cATr.• 14'rc Inwr Kms.wwno� .•ut a nr - MAR-14-2007 WED 02; 20 PM P. 001/001 TURNER PEST CONTROL, LLC 480 EDGEWOOD AVE S JACKSONVILLE, FL 32205 PHONE (904) 355-5300 FAX (904) 3531488 CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION (AS REQUIRED BY FLORIDA BUILDING CODE SECTION 1816.7) PROPERTY ADDRESS: 780 BEGONIA STREET LOT 4 BLK 144 SC H PROPERTY NAME: BENNETT'S QUALITY REMODELING CITY, STATE: ATLANTIC BEACH, FLORIDA PERMIT: # BUILDER: BENNETT'S QUALITY REMODELING DATE OF APPLICATION: MARCH 13, 2007 METHOD OF TERMITE PREVENTION TREATMENT:FINAL (SOIL BARRIER. WOOD TREATMENT, BAIT SYSTEM, OTHER) THE'SUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES BY TURNER PEST CONTROL LLC. TREATMENT PERFORMED BY TURNER PEST CONTROL LLC IS IN ACCORDANCE WITH RULES AND LAWS'ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MARCH 14. 2007 U ORIZED IG NATURE DATE CERTIFIED OPERATOR e CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 !A! Vii'>3c r Application Number . . . . . 06-00033694 Date 8/15/06 Property Address . . . . . . 780 BEGONIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------ ---------------------------- Application desc INSTALL 14 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BENNETT GLASS PLUMBING 1530 WHITLOCK AVE #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 727-9755 ---------------------------------------------------------------------------- Permit . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . 133 . 00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 2/11/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 133 . 00 133 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 133 . 00 133 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE wym ALL CffY OF ATLANTIC BEACH ORDINANCES AND TAE FLORIDA BUILDING CODES. CITY GP ATLANTIC BEACH PLUMMING PERMIT APPLICATION Data TIV6VA6 Prafpeari�►Aa�l .: I% l , CotNractor: — Tdrpleiae#: �' Css&ietor Areae: �n�a�parrsk yroa dniOlt workas ;nga,abpya ranosrerK,�e mato ai+d Som Mote waft Sum*W 0=0 and �+a�e•s part tiare�of red 6n aaaocderes w1�t6e�of Adialic Baach ardio.oae aad raad�eda dpood p�oa�tbsaia. iasorUation of phimbiag and aupR ba ii aeooeei�nos wirb die mart leoeot adt�im 'the Soad+een g1�acMad Pl�rnbiei Carlo. Pdmibfng T"*-* / Is tabs dose m than bu WkS or she, sem'NaN list llte 0 . Its-Pipe 'rTamber of Firi�ret;: , Hath Tubs �. Clostft ____,.__.__ Sbo w" i DWbwaibm Urinals Fluor taips _ Wasbim Mm him Lavatory water . Sawa . water Hamm. odd Fees Permit�iist+�Fee: �35.iMa Tota!Fa=tNtrt�i: ,� %S'f.@0 + - 13Nph, Pbops:(opo)�!'fb1A00• FaaC tlM04I�1l�6e1!• IMw � - CITY OF ATLANTIC BEACH F 800 SEAMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247=5826 Application Number . . . . . 06-00033150 Date 7/27/06 Property Address . . . . . . 780 BEGONIA ST Tenant nbr, name . . . . . . SINGLE FAMILY HOME Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 645 . 00 Plan Check Fee 322 .50 Issue Date . . . . Valuation . . . . 150000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 .00 ST CONSTRUCTION SURCHARGE 9. 07 AB CONSTRUCTION SURCHARGE 1 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 .00 WATER CONNECT/METER ONLY 85 .00 WATER CROSS CONNECTION 35 .00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 645 . 00 645 . 00 . 00 . 00 Plan Check Total 322 . 50 322 .50 . 00 . 00 Other Fee Total 2122 .48 2122 .48 . 00 . 00 Grand Total 3089 . 98 3089 . 98 . 00 . 00 �'J-j 33 14q -Wi�" Orb" p�l PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rx q, CITY OF ATLANTIC BEACH �f BUILDING PERMIT APPLICATION (New/ Residential & Commercial) Date: Job Address: JW N1'A M Owner's Name: W o Address: Azci - �G{r��( ) �,cl�c� �4 G 3 Z T-n Phone: Legal Description: Block Number: Lot Number: Zoning District: �c�usti► wv t3 - O 5�s36 Contractor: 013A State License Number:Ct C Address: � Z� ,E /c�l �k)[�. Phone: C/6q'WS'en�_ Lc Zi 3Z2 Fax CsQX_,, 90'e-333-ct 533' City: --yAx , State:� p: • ��=7 4y—CL2 Describe proposed use and work to be done: _z=& fv1Cr Present use of land or building(s): Le�_ Valuation of proposed construction: /SU Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project.. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: f J[7'�'� �C�_ Telephone: 96Cf� 7V q-7 Fax:CX`�—?�T 'fl?" E-Mail: I hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: " tom"~��--- Date: AS TO OWNER: ro(, Sworn to and subscribed before me this �3 day of ,20 ��. State of Florida,County of Duval Jori, Jkf'' J,f t Y°� "��. , , ; Notary's Signature: L� o n 2p7=t 14 ❑ Personally known -' Produced ideritifica n Type of identification produced ' Signature of Contractor: Date: C7 AS TO CONTRACTOR: /_ Sworn to and subscribed before me this �3 day of ,2 . State of Florida,County of Duval marJOLN "..JA:AJrA Notary's Signature: Noiery'a"!ic,State a.i'loridI fully eornrr.c;: i Aprii 30,2007 No.UJ 207414 ❑ sonally known Produced identific oni Type of identification produced -7h'k J oc 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 w ssil CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 6Z — T, �— �( a9 Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Flo NOTICE OF COMMENCEMENT State of FZ.UtZZQA Tax Folio No. County of WQA 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: �sx— A dress of property being improved: General description of improvements: Owner: Address: X \ Owner's interest in site of the.improvement: N�Fee Simple Titleholder(if other than owner): Name: Address: Contractor Address: 2 Phone No: Fax o: 90Y 7 VY--a-Z '7 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 maybe 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).. — Nam e Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration data is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER SZ3-� Signed:_zc Date: Before me this_,2a ay of in the County a Doc#2006180404,OR BK 13281 Page 2027, of Duval tate of Flo ida,has ersonafly peared Number Pages:1 Filed&Recorded 05/23/2006 at 03:42 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Notary Public at Large,Stat Flo Cou RECORDING$10.00 My commission expires: Personally Knoww�n:.g• or a PL en��Jl Lt1J ' 1 Notary Public,State of Ftarida " My comm.expires April 30,2007 No.DD 207414 CITY:OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date i j d Permit Number Address Contact Name c�0/(O Phone 1 v` R4 1 Heated Square Footage A @ $ per sq ft= $ Garage/Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/Y Filing Fee $ FLOOD ZONE: (f) Fireplaces @ $35.00 $ ,� •0 IMPERVIOUS SURFACE: _ AB CONSTRUCTION SURCHARGE Za 1 $ CAPITAL IMPROVEMENT CITY RADON SURCHARGE SECTION H IMPACT FEE $ SEWER IMPACT FEES $ U SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE o?d/10 $ STATE RADON SURCHARGE / $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP & METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: S 1/13/03 g Graham Shirley From: Kaluzniak, Donna Sent: Friday, June 16, 2006 12:25 PM To: Graham Shirley; Brugman Kerri Subject: 780 Begonia Shirley, Kerri, I made a mistake on 780 Begonia--they will not owe a sewer tap fee. I thought this was a property across the street. 780 Begonia's tap was paid for by the original owner, So please subtract the$1490 tap fee. -Donna Donna Kaluzniak Utility Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX 904-247-5843 dkaluzniak@coab.us 1 t V r CITY OF ATLANTIC BEACH_ .. ? PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L.Higgins Jlil Jr 800 Seminole Road 1200 Sandpiper Lane S.Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# O�; Property Address: Applicant: Project: This permit application has been: ED Approved as noted by the Department. Final application approval must come from the Building Department. Nr Reviewed and the following items need attention: f 60 FY ^� Gf Yz °.Or, i i 8c,26 Am s�P uLL s&- s Of-, P er /I W Please re-submit your -plication when these items have been complete Reviewed By: f`J Date: VV r Date Contractor Notified: ico CITY OF ATLANTIC BEACH F �+ PUBLIC WORDS DEPART NT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 ry_ (904)247-5834 Y v (904)247-5843 Fax a w www.coab.us PLAN REVIEW COMMENTS Permit Application 0 �6 - J-, Property Address: J f 6-?71'a..- C;T Applicant: Il V/` 2 -64e7��S71- Proj Gtr AM Your application is approved as noted by the Public Works Department. 7 1/ 1 Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: ovide details of silt fence. side 7rnd7rw=1ls ctions required under driveway NOT permitted) . f kGl how access to lot #5 for parking. No record of approved Tree Removal Permits for lots 4, 5 & 6 found. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewe Rick Carper, P.E., Public Works Director Date Signature Contractor Notified Date &14 (o� =_006 �� 07 y7 CITY OF ATLANTIC BEACH cc: o SSD./ ZONING DEPARTMENT L.L. Ford s� 800 Seminole Road . Doerr w' V Atlantic Beach,Florida 32233 fun 19, (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 66 - 33IS-0 Property Address: - Applicant: (2lN/ �nnt /1J Project: Kto 41ilalE This permit application has been:Appr Z;3 oved El Reviewed and the following items need attention: ae C u1 Please re-submit you pplicatio hen these items have been completed. Reviewed By: Date: 4.� Date Contractor Notified: `r Mfr. js, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# O�6 — 3 3 1,3-0 i Property Address: 2 R6? Applicant: Z(SA1/✓6r1— Project: ,S 6 This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: / U GGA Q Zi O�p S b - rmfiwa i ncz�rt w o� , O� 69 pole- C100-1A;&- -e,- oeGiA; - Ge,- 00f ,S XX l Please re-submit your Aplication when these items have been completed Reviewed By: Date: X'�/oG Date Contractor Notified: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # -33 r so Applicant: �e �/1h Address. Q. Proj ect: �� SF� Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: "YL .-40e Ali kcs i�v Ayr — A It 5'j=eAl' x Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. ReviWy Donna Kaluzniak, Public Utilities Director Date Signature �— Contractor Notified Date C 7yy-©79'7 BROOKS 1-RT SERIES 6" WIDE X 6" THK. BOX WTM C.I. COVER LABELED "SEWER" CONC. COLLAR SLOPE 4-SIDES FINISHED GRADE _ N llli�illl�lll) X�?` llil�l(il�lli{ 1-14 CONT. STD. CLEANOUT COVER Wj THREADED PLUG 1" CONCRETE 6'X6` WYE BRANCH 6" P.V.C. 45 DEG. EL 45' 6" P.V.C. P.V.C. STOPPER �'T ^ Y SEWER CLEANOUT DETAIL WATER IMPACT FEE WORKSHEET ADDRESS: 0 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet; lavatory, Bidet, and bathtub or shower 6 Bathtub()Mth or without overhead shower or whirlpool 2 attachments Bidet 2 Combination sink and tray 2 Dental lavatory Dishwashing machine,domestic 2 Drinking fountairOcernaker Floor drains 2 , Hose bib I °2 Kitchen sink, domestic 2 Kitchen.sink,domestic with food waste grinder and/or / dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment;domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ '�*DRM 60OA-97 FLORIDA .ENERGY:,, EF,FI,CIENCY CODE ;^ X., �. FSR UIL t J QiNFRUCTION Florida Department'of Community Affairs Resi tia! Whole Bulidgeq r ,ance Method A :r .fi �� _ a Project Name: 1488 ~ a+< . `� 1. 8uildt:r: QUALITY REMODELIN AN Address: Permilling Office: City, State: Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. New construction or existing Now. 1 12. Cooling systems 2. Single ftTilyor�mul6-family Single family a. Central Unit,.: Cap:28.2 U3tu/hr - 3. Number of units,if multi-fannily 1 - SEER:-440 _ 4. Number of Bedroom& 4 b.N/A Lv - 5. 1s this a wo'dcase? Yes 6. Conditioned floor area 0P) 1484 W' 7. Glass area&type _ - a. Clear-single patio 0.0112. i 13. lieating systems b.Clear-double pane ;, 157.0 fe _ a. Electric licat Pump ,� / Cap:29.0 LBtu/hr _ c. Tint/othcr,SCSI IGC-single pane 0.0 R' y 1 HSPF:7.20 - d.Tint/other SC/SliGC-double polio 0.0 tt' b.N/A - 8. Floor types a. Slab-0n-Grade Edge Insulation Ra0.0, 197.0(p)tl c. N/A 0. b,NIA - - c. NIA rpt 14, Hot water systems I`. Well types- :, ,x �w,,... ,- ate. Electric Resistance Cap:50.0 gallons _ a. Frnmc,Wood,Exterior" R=11.0, 1023.0 03 -'t k #€, "" £F:0.86 - - .w, b.Frame,Wood,Adjacent R=11.0,358.0 fl°: b.N/A?. t`.,.x c. N/A d.N/A e, Conservation credits _ e. NIA .n.,. (HR-licat recovery,Solar 10. Ceiling types DIV-Dedicated heat pump) a. UndcrAtUc :'. = R-30,0,1505.0 W, - 1 15, HVAC rrcdds.,1 b.Under Attic R-19;0,122.0 tt', _ (CF-Ceiling fan.CV-Cross ventilation, c. NIA e HF-Whole house fan, 11. ,Ducts PT-Programmable Thermostat, a. Sup:Una Rot-Unc AH.Garage :S ci; $tip•R!-fi 0,1.0 R .RB-At)ia4adjagt barrier, re n b.NIA Jli t MZ-C-Multizone cooling, MZ-H-Multizone heating) � ��''.a ` U Total`as-builtlns 22569 00 , Glas F oor Area 0.1 � � t PASS ,. � Total base1nt . 2384 00 :; , o8 ,. ora^ ;� „A 1 hereby.'d plans and specifications covered R vlew of the plans and ),, b this Icul `� Compliance wi1tl he Florida specificetions covered b this o4zKEsr,�T� y _ dlT , Y � - o� Energy odes " salculation�indicates compliance i _r .with the Florida Energy_Cade, PREPARED. Before construction Is completed DATE. �, �. this building wilkbe inspected for . "at .` + `icom Nance ith5 ctlon 553 90.8 thereby rttfy t ah building, s des tied Is lr> Y. Pg c v1R �.e �y g ►y �" b , : � as compliance wlhtheorida r Code wit F orida Statutes °D ' .. ,t.a�: .[ �� i �. OWNERIAGENT• BUILDING OFFICIAL: DATE: "DATES x Egpe gyGauge®(Versipn, u FORM 60OA-97 �SU.MMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , ,#, r, , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM r Points Overhang Floor Area•, ., Type/SC,;, Pmt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 . 8829.6 Double,Clear. #'NE &11.0 7.0 20.0 28.72 0.98 565.7 Double,Clear : E'" 1.0 7.0 5.0 40.22 0.98 197.5 ° Double,Clear ° 8 "' 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear „"'SW "11.0 "6.0 15.0 38.46 • 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: A 1381.0 1989.7 DOOR TYPES ' `Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: : 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 UnderAttic _ 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total:. . ,,;- 1488.0 882.8 As-BuUtTotal: �� i "••, �. p. .� 1627.0 1037.2 FLOOR TYPES WWArea X BSPM Points Type •"" "� ." R-Value Area X SPM Points Slab h 197.0(p) -37.0 7289.0 Slab•Om4nxle Edge Insulation 0.0 197.0(p) 41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: 5 4 ,.1289.0 As-Built Total: •.. r .8116A INFILTRATION', a X BSPM._ Points Area X SPM = Points 1484.0 10,21 15151.6 1484.0 ` .1021 15151.6 En DCA Form 600A47 gnergyGaugeWWESV7 FI.RCNA-2DO �: t1'1"sry - ,_u r , FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details �ADDRESS: , ,-,A PERMIT#: BASE ". `„ AS-BUILT GLASS TYPES I— .181 X Conditioned,.X.,.BWPNI ..Points ., ..,-,., ,-,Overhang Flops Area .,; X Type/SC ;Omt Len Hgt Area X WPM X WOF = Points 18 ... i484.0....�_,.-. , 9.76.;,.. .2608A.-.- Double,Clear .,...,__NE. A.0_1.0. 20.0 13.40 1.00 267.8 Double,Clear E " 1.9 7.0 5.0 9.09 1.01 46.0 000J .� I Double,Clear 'JIT$"�I .1.q 7'.011 r 5.0 4.03 1.01 ` 20.3 Double,CIS'"""" SW_x'1.0 6.01 15.0 7.17 1.02 109.8 pbuble,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW " 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 A943UM Total: 157.0 1648.2 WALL TYPES Area X BWPM.= Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Fraw.Wood,E)dwW 11.0 1023.0 . 3.70 3785.1 Exterior 1023.0` 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 6073.8 As-Built Total: 1381.0 5073.8 DOOR TYPES . Area X BWPM _ Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior tneulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0453.0 As-Built Totab <, _ " :.. 38.0 375.0 CEILING TYPESArea'X BWPM Points Type R-Value Area X WPM = Points Under Atte 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 , + ' ` Under Attic 19.0 122.0 2.00 244.0 Base Total:- 1488.01785.6 As Total:.' :, . 1627.0 2050.0 FLOOR TYPES,,tea X BWPM,= Points Type ;R-Value; Area X WPM = Points SlabX197 0(p) 8.9 1753.3 Slab-On-Grade Edge irKuletto f 0.0 197.0(p) 18.80 3703.6 Raised . 0.00 0.0 Base Total; " 1753.3 As-Built Total: 3703.6 INFILTRATION'`Area X BWPM Points F ,': °.,, Area X WPM = Points X1484.0 -0.59 ' -875.6 *" 1484.0 -0.59 -875.6 z , M .�' EnergyGauge®0CA Form 600A 97 C,; EnergyGauye&F1aRESV7 f LRCNA-200 5 :, , +,^:a*'af., FORM 60OA-97 WATER HEA- TING & CODE40MPLIANCE STATUS Residential Whole-Building"Performance Method A w Details ADDRESS: , , ,,; PERMIT#: BASE ;x; 4� �w- . �. . . A AS-BUILT WATER HEATING � ` . , Number of" X :Multiplier': — Total Tank EF Number Qf, X Tank X Multiplier X Credit = Total Bedrooms " ''" ' ' Volume °'� "Bedrooms' Ratio Multiplier 4 2746.00' , !0984.9 50.0 ..- :0.88 ''a , aF4.": 1.00 2809:86 1.00 11239.4 i�.^�G3ac.:�;� ,y%� �.rYx,fid.'k�., .. . ..fin P„ j,av a ,-c• r. As4uUt ToW, 11238.4 CODE; 1��* COMPL�AN�j STATUS FES t�tl 14C I'M+` {•,.h'6�6MSY`.sti�.�; a,.+u..=,., 4.4�: *'�": ....te�vi :I `2 :. _ ; AS-BUILT Cooling + Heating + Hot Water = Totals R �CooUng + Heating + Hot Water = Total Points" """'" Points Points: ,.;Points X ,Qpints. s it Points Points Points 7053.1 " ' " 5766.5 '10984.0 23803.5 ` 294 6.034.5 11239.4 22568.9 x . 0i THE sr,� a` ... . f JAKv � e ;r EnergyGaugeTM DCA Form 600A 97 (,Enwgy<3auyaQCV IeRES'97., Ctd1 200 >, �: ttis5� 4 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: 3 Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS f 5615 ST.AUGUSTINE RD. '!;`;JACKSONVILLE FL 32207 (904)398-0831 Job# ,-Wthr Jacksonville AP FL Zane Entire House WINTER DESIGN CONDITIONS ;t'SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: i, . 72 Deg F V,4'�W x 78 Deg F Design TD: 40 Deg F Design 'ID: 19- Deg F ReL Hum t 55 % Grains Water 37 gr HEATING SUMMARY a v110 SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss ,_. ._ _..,, . .ro ,. 31482 Btuh Structure -: _ 17667 Btuh Ventilation Air 262 CFM Veatilatiou, 2278 Btuh Vent Air Loss ' 11528 Btuh Design Temp,Swing 3.0 Deg F Design Heat Load ...M. «.. , . 4 3 010 Btuh :;. U ..... . . . .._.. n fca `x t� �':" ;i Rate/Swiag Mult<z 1.00 -__. .«•INFILTRATION _..__ , ___. _Total Sens Egttip Loed 19 9 4 6 Btuh Method ` �� Simplified LATENZWOLING EQUIP LOAD SIZING nstruction Quality Co Average, Mr +. Fireplaces 1 Inteanal Gama 1265 Btuh Ventilattoan "' 2742 Btuh ` HEATING COOLING ' ;, nitratlQtl r ;,Via,`gu _ 2744 Btuh ,,Area(sq:B.)r8C `` 1484 4. z'�°t1484 � otl.ateat Load 6751 Btuh 'Volume(cu.& ti ;t =,13059 13059 AirChanges/fiqur � s. 1.2 0.5 TotalBgnipLoa�la. �+ �,.t ;x. 26697 Btuh Equivalent Chi 262 109 bI , HEA G EQUII'MEN'J'SUMMARYCQpL1NG EQUIl'MF.NT SUMMARY ''t' Yrs Mak@ CARRIER .Mob�. CARRIER Model ;FA4ANF030 � Model ;SBYCC.03A ' Type xP � ldi `iw n'Pe' $LIT DESIGNS Effiiciency 4 F d ;t 7.20 C10.00 Heating gip. i " 0 Btuh "I Sensnible C°°lu . �*+tusk .0 Btuh Heating Outputs .» 49000 Btuh Latent Coolingl - - 0 Btuh` HeatiagTemp Rise.° , . 26 DegF :`x`Totsl28200 Btuh Actual,Heapng Fan h ., 100 Q CFM °Actual Cooling Fan : .100 0, CFM , Htg X lowFactor 0.032 CFM/Btuh Cls Air FlowFactOt 0.057 CFMlBtuh inn S Load 3ens Heat Ratios - 82-Nol � F MANUAL,J.7th Ed. RIGHT J Vl 3.0.11 SIN 11786 ntout a iietl ,RCCA ha rCQ t3 Q M MQFMM J ` � y '� y Base Jobb Zone: Entire House 12/1/00 MAN[IALJ:Ah FA RIGHT):- _ 3.0.11_ SIN 11766 1 Name of Room Entire House MBR MBTH WIC 2 Rxmni%Ft.Exposed W%% 178.0 Ft. 43.0 Ft. 8.0 Ft. 5.0 Ft. 3 •Room Dimmions,Ft. 0.0 t. 0.0 x 0.0 Ft 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceflq%Ft Condit. 6.8 heat/cool d' 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TWE OF CST HDA Ana Stub .. Aroa,t4 Btuh Area Bulb Area Htuh • i; Ct; ¢ 1, >3Xi Cla Lmtgth Htg CI8 Length Ht8 C18 o- 5 arose a 12C � .6 2 0 -11200 00001 000041 "^260"ah'. ww 69 ww ww 40 0000 0040 Exposed b 14B .,4.8 2.2 'p 0000� 4 p 1 p p 0000 "00ti .4 14 s r0 p p so"Wals sd 12H }# Partitions=« d 13C +.1.4 1.3 --350 0004 0000 -««'170 "4w0' 0w0 p 0000 0000 p 0000 0000 _ #, a 13H 1.1 0.8 �' 0 0000 «aw€ tp t+w:•; ww' p 0000 0000 p 0000 ww y f 10.0 010 0 w0* 0000, p ;04M' 0000 p 000+ 00" p 0040 00w 6 . Windowsand^ a it 48.2 ! X121 4627 20 765 -! 6 229 ""'" 0 0 0000 Glass Dooa= b 8F 38.2 "! �6 1377 p 0 p 4004 z Heating. +t 0 9H ?2.0 "" '•. 'o 0 00004 (p !o 0000. p __ p 4040 p p row .-* d 7L 6.0 "" p o F �o �p 0000` 0 0 0004 0 p 0000 a .0.0 0! 0 0 00wf: «..w "o i0 0000 0 0 ww p p 0000 awa.a fj so" {0 r 0 0044 p p 0000 1 7 Windows and Noah } 16:0 5 0000 @p €p w00�i= p p 0000 p :_ p 0000 p • ! Gimpoon NEINW,. 33,0 41 ""oo 1353 20 "1- 660 6 """" 198 0 0000 0 1' , Coolirs BIW" 1", 46.0 5 so" 230 f p 0000 i p p 0000 p p "so 0 p 000 p p woos 40.0 106 4240 p j : South t3 010 to w0r ?o !o rrM} p p 000* p p wow 0 0.0 0 so" p �o '00�0j:. 'p p 0000 p p 4000 p 8 Other€ s 11E 7.6 4.3 20 152 86 i o 10 0 0 0 0 0 0 0 sl b 10A 22.4 12 7 0 ko fo �o �0 �o 0 0 0 0 0 0 Nat uA a 12C 1406 2.0 1103 3971 2244 240 851 X 468 '58 209 118 "'40 194 81 HxpoaeQ b 14B X5.8 2o2� 0 0 0 '0 10 10 0 0 0 t`' 0 0 0 waw" a 12H 12.4 1.4 0 0 0 0 10 0 01 0 0 0 0 Partitions d 13C 4.4 1.3 350 473 441 170 2 0 214 ' 0 0 0 "' 0 0 0 ? t ,' a 13H .1 -0t8 MO 00 - 0 000 0 0 0 0 0 ., f X9.0 00 0 0 "0 0 0 0 D 0 0 0 0 0 10 het' zrI a 16G 11.3 1.4 1396 1843 1981 10 222 238 64 84 91 40 53 57 {; b 16D 2.1 2 3 122 259 278 : 12 2 7 50 0 `. 0 0 0 0 0 9rr1 a 0.0 0f0 10100 0 ;5 00 €% 0 { 0 0 0 0 0 1t Floota a 22A2�4 0.0 178 : 57¢7 0 43 r 13 30 a- 8 ` 259 0 5 162 0 i 1! •' b 20G 2.8 1.1 0 0 ?00 0 0 L •0 ' 0 0 0 0 0 0.0 0.0 j0 r0 „ 00 '.;10 0 0 0 0 0 0 0 05.1 12.9 1�7 -1155 221190 3.#1 4 258 y: 6 s 390 77 ., Yx: p p p '1 , ft 13 SubtotHhLaa-4+8..111+I *'a rw0' 29983 wOP '+0r. > a'4@?11 rw•0( 0 1172 000 010°" 359 0004 14 -Duot Btur h Loss j" •a 1 5 1499 0000 ii 0 241 000e 4 5 59 0000 MA 18 0000 1 doWe ltlaa 03+14. ¢10 +.44p;r 131482 •000! „-0000 : X5062 "�"" 044 1231 """4 " 377 ` ! 4,w. 16 bt.Owren r People®tqq g 300 i [6 ,0040 g 1650 1 2 "0444 ` 600 0 ,0000 p ..:z us' p 0000 0 { ,. �' i� F� 1200 al =*0009': 1200 zp s0a +;p p 00a p p 0000 0 f 11 ttlitot f�ittitt�7+L+12+6 0*+r" a, ,0000 0000 1160§1 '00 ew0 x,25 8 wa 0000«. 7e 484 ^ *0w 138 mow' an„ 1 10Y 0""� ._ !° 1606 '1( srMw 1.x.251 k. 1 0000 «?er'4e X30 0'"0 14 q 19 d gtglt in-(I7+1>h ,.C 4 ",1.00 ** � .17667 1.ti0 ! 12759 1.00 X 532 ��L 00 152 0000'* i 1000 ""*1000 t 00w is C 11 x"'156 000s: 39 ;.gp 0w�+ 12 9 �, ", Printout mtMed by AQQ ,to mmA aA req'' oFMauual)Form ttr.>.,__, .ri�r# . , s C- CD CCD W 1 I J01 J02 J03 i J03 J03 J03 J03 0 o J03 II J03 I J03 (� J03 J03 J02 J01 /'--F11 1rFT li ii c- c- -3 H a -3 as a a a a H 1-3 1-3 H -3 a -3 -3 -3 -3 H 1-3 -3 c� C� This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including SCSI—Bl, should be used in conjunction with the architectural and structu If BCSI—Bl has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including brae other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1— 2002 Ch; Quality Remodeling&Framing Subdivision: BEGONIA STREET Lot: 4 County: Duval Building Code: FBC2004 Computer Program Used: MiTek 6.2 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-02 Individual Truss Drawings Show Special Loading Conditions44 This package includes 24 truss design drawings with individual date of design. s+�: With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design •� ` > Drawings listed below and attached. The suitability and use of each R• drawing for any particular building is the responsibility of the �f Building Designer,per ANSI/TPI 1-2002 Section 2. Structural Engineer of RecordTec k"{�' ` name 9` Apex Tec�rtoio y is• fic tous name owned by ax,Apex Inc., Apex Technology : . 4745 Sutton Park,Suite 402 a Florida Corporation Florida Engineer Jacksonville,Fl.32224 904-821-5200 Business"No.7547 Florida Engineer Business No.7547 4745 Sutton Park Court,Suite 402 Jacksonville,Fl.32224 904-821-5200 NO TRUSS ID# DATE NO TRUSS ID# DATE 1 0503761-CJ01 02/03/06 23 0503761-T15 02/03/06 2 0503761-CJ67 02/03/06 24 0503761-T16 02/03/06 3 0503761-J01 02/03/06 4 0503761-J02 02/03/06 5 0503761-J03 02/03/06 - 6 0503761-J61 02/03/06 7 0503761-J63 02/03/06 8 0503761-J65 02/03/06 9 0503761-J67 02/03/06 10 0503761-T01 02/03/06 11 0503761-T02 02/03/06 12 0503761-T03 02/03/06 13 0503761-T04 02/03/06 14 0503761-T05 02/03/06 15 0503761-T06 02/03/06 16 0503761-T07 02/03/06 17 0503761-T08 02/03/06 18 0503761-T09 02/03/06 19 0503761-T11 02/03/06 L20 0503761-T12 02/03/06 21 0503761-T13 02/03/06 22 0503761-T14 02/03/06 Truss - - - _ - ``Truss Type - --- Qty---- �PlyI - KEVIN BENNETT SS 10503761 T16 ROOFTRUSS LL __ Job Reference(optional) _ 6.200 a Jul 13 2005 MiTek Industnes,Inc. Thu Feb 02 06:19:48 2006 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:4=-80(8)7=-81(8)9=-80(8)17=-101(B)19=-512(B)14=-512(B)21=-81(B)22=-81(B)23=-81(B)24=-81(B)25=-81(B)26=-81(B)27=-81(B)28=-101(B)29=-101(B)30=-101(B) 31=-101(B)32=-101(B)33=-101(6)34=-101(B) 'Job -- - Truss-- ITrussType- --- — --- --_-- �Oty------IPIy --KEVINBENNETT 0*03761 T15 ROOF TRUSS 1 1 ^ �Job Reference(optional) _--$1 2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06e9i42 2006 Page 1 I -2-0-4 )-- --5-1-2 --9 0-Q-----r - ----16-4-4 - - - 23-0-0 26-10-14 32-0-0--- +34-0-0 2-0-0 5-1-2 3-10-14 7-0-0 7-0-0 3-10-14 5-1-2 Scale=1 6+ 5,8 M1120- Sze MI120- tad MII$01 d 5 6 I 3.1.11201MI120� 6.00113 W \\Wd W4 J �\ 7 15 14 6.8 M1120= U4.1120= 311 rWIN= 2 Jvd M1120= 6.8 M1120 3x8 M1120— 3a9 M113a8M1120— 20' I50 1] 8-1-2 8-1-2 (--5 -2---- r 9 0 -- ----- 16-�-�-- -- ---23-� -- ----- 26-10-14. -- 5-1-2 3-10-14 7-0-0 7-0-0 3-10-14 5-1-2 Plate Offsets(X Y): [4:0-5-8.0-2-41.[6:0-5-8,0-2-41 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.55 12 >698 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.62 12-14 >619 180 BCLL 10,0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.33 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:158 Ib LUMBER J BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. 1P1 BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1451/0-3-8,8=1451/0-3-8 Max Horz2=1 56(load case 5) Max Uplift2=-1245(load case 5),8=-1245(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-3913.3-4=-2718,4-5=-3024,5-6=-3024,6-7=-2718,7-8=-3913,8.9=48 BOT CHORD 2-15=3479,14-15=3328,13-14=2438,12-13=2438,11-12=2438,10-11=3328,8-10=3479 WEBS 3-15=793,3-14=-992,4-14=585,4-12=657,5-12=-386,6-12=657.6-1 1=585,7-11=-992,7.10=793 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;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. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1245 lb uplift at joint 2 and 1245 Ib uplift at joint 8. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,Including BCSI-81, should be used in conjunction with the architectural and structural plans during Installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty IPly KEVIN SENNETT 0503761 T13ROOF TRUSS I1 1 1 Job Reference(optional) - --- --- - J- - -__ - - Inc. - - -&---- - 8-1-2- 6.200 a Jul 13 2005 MiTek Industries,,Inc. Thuu Feb 02 06 1&Aft$006 Pagel -2-0-0 { 6-10-7 I - 13-0-0 19-0-0 25-1-9 32-0-0 --- --34-0-01 2-0-0 6-10-7 6-1-9 6-0-0 6-1-9 6-10-7 2-0-0 Swls=1 60 8 8412 M120H- 8,12 MIM- 4 5 B OOtI -I W4 W4 5.8 M1120,- \..,\ SSB MI1201 W2 i/ 2 --�= 13 5.5 M1120- 3.4 M1120=- 3.4 MI120_� 15 3x10 M1120H- 2.5012 10 3c10 MI120H_ 2.4 M1120:I 2.4 M1120 I IT 3.8 MI120= 8-1-2 8-1-2 6-10-7 13-0-0 16-0-0 1970-0 L------ 25 1-9 32-0-0 6-10-7 6-1-9 3-0-0 3-0-0 6-1-9 6-10-7 Pfate Offsets(X Y):L10-4-0.0-3-01,[4:0-8-8,0-1-12,(5:0-8-8,0-1-121[6:0-4-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSIDEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.61 12 >626 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.67 12 >567 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.46 7 n1a n/a BCDL 5.0 Code FSC2004/TPI2002 (Matrix) Weight:154 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc pur ins. [P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1451/0-3-8,7=1451/0-3.8 Max Horz2=-199(load case 6) Max Uplift2=-1294(load case 5),7=-1294(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-3919,3-4=-3012,4-5=-3148.5-6=-3012,6-7=-3919,7-8=48 BOT CHORD 2-15=3499,14-15=3475,13-14=3496,12-13=2700,11-12=2700,10-11=3496,9-10=3475,7-9=3499 WEBS 3.15=201,3-13=-783,4-13=439,4-12=747,5-12=747,5-11=439.6-1 1=-783,6-9=201 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;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. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1294 Ib uplift at joint 2 and 1294 Ib uplift at joint 7. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-61, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard iJob - Truss Truss Type - -- Qty Ply KEVIN BENNETT 0503761 T11 1ROOF TRUSS �7 1 1 Job Reference(optional) _ 8-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06Aa-411_1006 Page 1 2-0-0 6-11-5 1010-15 16-0-0 21-1-1 25-0-11 32-0-0 34-0-0. --{- - --- - - ------- - -- - - { -- - _ - _ - __ - 2-0-0 6-11-5 3-11-10 5-1-1 5-1-1 3-11-10 6-11-5 2-0-0 Scale=1 60 8 5.5 M1120- 5 600 12 /� \ 3, w4 \ 014MI120� 6.51111201 w /\ w� \\-\ Sx5 5.5m'12— \\ 5.8 M020= X II 10 10 5.5 M1120= 2.5012 Sas M1120=' a to 1 \9 Ox8 M1120= JaB M1120— u 8-1-2 8-1-2 9-8-15 16-0-0 22-3-1 32-0-0-- 9-8-15 6-3-1 6-3-1 9-8-15 Plate Offsets(X,Y):[3:0-2-8,0-3-41,[7:0-2-8 0-3-41 110:0-2-8 0-3-41 [12:0-2-8 0-3-41 LOADING(psf) SPACING 2.0-0 CSIDEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.61 11 >627 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.75 2-12 >509 180 - BCLL 10.0 Rep Stress Incr YES WS 0.64 Horz(TL) 0.44 8 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N0 .2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1451/0-3-8,8=1451/0-3-8 Max Horz 2=-231(load case 6) Max Uplift2=-1322(load case 5),8=-1322(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2.3=-3787,3-4=-3465,4.5=-2543,5-6=-2543,6-7=-3465,7-8=-3787,8-9=48 BOT CHORD 2-12=3409,11-12=2960,10-11=2960,8-10=3409 WEBS 3-12=-295,4-12=522,4-11=-715,5-11=1911,6-11=-715,6-10=522,7-10=-295 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;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. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Bearing atjoint(s)2,8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1322 Ib uplift at joint 2 and 1322 Ib uplift at joint B. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,Including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,pleage contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob - Truss 1Truss Type --�Oty Ply KEVIN BENNETT ----- - --- - - - 10503761 T08 ROOF TRUSS 3 1 Job Reference(optional)------- -- -. - - _. 8-1-2 6.200 a Jul 13 2005 MiTek8DJu2tnes,Inc. Thu Feb 02 06:183t-2106 Page 1- -2-0-0 1__ 8-4-7 16-0-0 20-10-4 25-8-8 32-0-0 34-0-0 2-0-0 8-4-7 7-7-9 4-10-4 4-10-4 6-3-8 2-0-0 5cek=1 60 B z+5 Win- 5 6M 12 W3 3z4 M1120� 4.5 M1120� / \\, WA / .3.4 M1120 j/� � \ � 3z4 M11M:- _ _ \ 3.4 M11201 Z 3 ,3 M1120- 3z4 M1120= 250 12 � 2 2z<MI1201, 4,8 MI120 zz5 MII2� / 3.8.11201 8-1-2 8-1-2 8-1-2 8 4-7 16-0-0 25-8-8 25-10-4 32-0-0 8-4-7 _ 7-7-9 9-8-8 0-1-12 6-1-12 — - — -_. LOADING(psf) SPACING 2.0-0 CSI DEFL In (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.31 2-15 >985 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.43 2-15 >713 180 BCLL 10.0 Rep Stress Incr YES WS 0.42 Horz(TL) 0.16 11 n/a n/a BCDL 5.0 Code FBC2004rrPI2002 (Matrix) Weight:151 Ib --- - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. (Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-13,6-12 REACTIONS (lb/size) 11=1499/0-3-8.9=236/0-3-8,2=1168/0-3-8 Max Horz2=232(load case 5) Max Upliftl 1=-1139(load case 5),9=-609(load case 6),2=-1128(load case 5) Max Grav 11=1 499(load case 1),9=271(load case 10),2=1168(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2.3=-2789,3.4=-2608,4-5=-1577,5-6=-1524,6-7=322,7-8=213,8-9=334,9-10=49 BOT CHORD 2-15=2475,14-15=2428,13-14=2470,12-13=1088,11-12=-1412,8-12=-342,9-11=-221 WEBS 4-15=252,4-13=-1079,5-13=964,6-13=318,6-12=-1708 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02 120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;porch 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. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1139 Ib uplift at joint 11,609 Ib uplift at joint 9 and 1128 Ib uplift at joint 2. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,Including SCSI-81, should be used In conjunction with the architectural and structural plans during Installation. If BCSI B1 has not been shipped to the site with the component pict,lred on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ,Job - Truss Truss Type - - City Ply KEVIN BENNETT - - - - 10503761 T06 ROOF TRUSS 1 1 1 r- __. -. - .__.-----_ --- --_-__-� -- - _ __ .__ 1_ _Job Reference(optional) 8-1-2 - 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06yA4P 2006 Pagel -2-0-0 { 5-1-2- . _12-2-4 15-0-0 )17-0-0 _ 24-2-12 32-0-0 34-0-0_ 2-0-0 5-1-2 7-1-2 2-9-12 2-0-0 7-2-12 7-9-4 2-0-0 Scan 1614 6x6 M1120- 6xfi.1120- 6 T3 - fi 00 li 3.4 MII�;�' �--_._ \\ 2 3x4 MII20� �- � \ 5.8 M1I20; 3xd M1120j4 c�Yl Sx8 MI120= -1 tp 3x6.1120= 14 13 12 11 dx5.1120- 2.50 T2 2x4 MAXI I 4x12 MII20- 3x4 MI14- 2,4.112011 8-1-2 8-1-2 12-2-4 15-0-0 17-0-0 24-2-12 32-0-0 5-1-2 7-1-2 2-9-12 2-0-0 7-2-12 7-9-4 Plate Offsets(X,Y): 16:0-4-0,0-1-15],[7:0-4-0,0-1-151,[8:0-4-0,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.45 15-16 -838 240 MII20 249/190 TCDL. 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.5515-16 >695 180 BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.23 9 We n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:186 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. [P] T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-9 oc bracing. BOT CHORD 2 X 4 SYP No.2*Except* WEBS 1 Row at midpt 3-15,6-15,8-13 B32X4SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1451/0-3-8,9=1451/0-3-8 Max Horz2=221(load case 5) Max Uplift2=-1314(load case 5),9=-1314(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48.2-3=-4020,3-4=-2277,4-5=-2199,5-6=-2191,6.7=-1444,7-8=-1715,8-9=-2441,9-10=49 BOT CHORD 2-16=3588,15-16=3424,14-15=58.5-15=-285,13-14=29,12-13=2108,11-12=2108.9-11=2104 WEBS 3-16=889,3-15=-1496,13-15=1470,6-15=1193,6-13=-87,7-13=281,8-13=-717,8-11=239 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7.02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;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. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1314 Ib uplift atjoint 2 and 1314 Ib uplift at joint 9. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-Bt, should be used in conjunction with the architectural and structural plans during Installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job -Truss Truss Type - -- ;OryIPIy KEVIN BENNETT -- -- T04 iROOF TRUSS �1 1 10503761 Job Reference(optional) 8-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06P42 2006 Pagel -2-0-0 5-1-2 - 11-0-0._ --_ 12-2-4 16-7-2 211-0-9 __- 26-2-12 32-0-0 34-0-0 2-0-0 5-1-2 5-10-14 1-2-4 4-4-14 4-4-14 5-2-12 5-9-4 2-0-0 Scab•181 a 8.12-20H 2.1 MII20 1 3,4 MII20- 5x5 M1120- 4 5 6 f _ T2- —_—_..-------' / I 6.0012 2,4 M11201 IYkf W4//// IN / 'I 2va M1120i .7 I`VJB 8 / Il ii Imo. �I 2 ` Bv12 M1120— 1 > 6,12 M1120— 10 a OVB MII20-= 13 12 11 4.5 MI120= 250 12 2,4 MIM 1 4,8 M1120- 5.5 M1120- 8-1-2 8-1-2 5-1-2 11-0-0_ --—12-2-1-- 16-7-2 24-0-5— --- -- 32-0-0 ----- 5-1-2 5-10-14 1-2-4 4-4-14 7-5-3 7-11-11 Plate Offsets(X Y):[4:0-8-4,0-2-0],[7:0-3-0,0-2-81 [11:0-2-8.0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.48 14-15 >786 240 j M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.58 14-15 >661 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.22 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. (P] BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-6-10 oc bracing. B3 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1451/0-3-8,9=1451/0-3-8 Max Horz2=179(load case 5) Max Uplift2=-1271(load case 5),9=-1271(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1.2=48,2-3=-3971,3-4=-3923,4-5=-2200,5-6=-2182,6-7=-1891,7-8=-2089,8-9=-2366,9-10=49 BOT CHORD 2-15=3535,14-15=2098,13-14=80,5-14=-13,12-13=24,11-12=1725,9-11=2064 WEBS 3-15=-177,4-15=1727,4-14=362,12-14=1919,6-14=425,6-12=-556,7-12=268,7.11=446,8-11=-310 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.OpsF Category Il;Exp C;partially;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. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise Indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1271 Ib uplift at joint 2 and 1271 Ib uplift at joint 9. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,F(.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-Bt, should be used in conjunction with the architectural and structural plans during installation. If SCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss -- Truss Type - Qty 'ply KEVIN BENNETT 0503761 T02 ROOFTRUSS 1 2 'Job Reference(optional) 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06:19:40 2006 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:4=-80(F)7=-108(F)9=-195(F)20=-512(F)16=-74(F)8=-108(F)14=-393(F)22=-81(F)23=-81(F)24=-108(F)25=-108(F)26=-108(F)27=-108(F)28=-101(F)29=-101(F)30=-74(F) 31=-74(F)32=-74(F)33=-74(F)34=-74(F) Job- ,Truss TrussType - Qty iPly KEVIN BENNETT 0503761--_-- - TOt - - --- i ROOF TRUSS --.-- _Job Reference(optional) 9-4-10 6.200 a Jul 13 2005 MiTek Industrie tib-IipG1(Thu Feb 02 06:19:39 2006 Page 1 3-8-0 7-4-0 3-8-0 3-8-0 Swb=t.19T 1.5 MUD- 4.5 MATO 16 MIITO� 5 600j 12 \ 2 Tf " I \\ B f....-% __.. Tt _.._... U8 MATO 8 \ t 2M M1120 In8 M1120- \ 9-4-10 9-4-10 I-- --- -- — ._3 8 0 - r------- - —--7 4-0 3-8-0 3-8-0 Plate Offsets(X Y):12:0-3-8,0-2-01,[6:0-3-8.0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.01 8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 1 BC 0.09 Vert(TL) -0.01 8 >999 180 - SCLL 10.0 Rep Stress Incr NO WB 0.03 -- Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=415/0-3-8,6=415/0-3-8 Max Horz2=-93(load case 6) Max Uplift2=-474(load case 5),6=-474(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-355.3-4=-305,4-5=-305,5-6=-355,6-7=49 BOT CHORD 2-8=287,6-8=287 WEBS 4-8=95 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable studs spaced at 2-0-0 oc. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 474 Ib uplift at joint 2 and 474 Ib uplift at joint 6. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing.Including SCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job I1' Truss Truss Type Oty Ply -_ KEVIN BENNETT 0503761 J65 ROOF TRUSS 2 1 Job Reference(optional) 10-6-10 8-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 86:11923 8 2006 Page 1 -2-0-0 _ -_ 5-0-0_ 2-0-0 5-0-0 ' ! aW iz j n z o / B1 ' / hd MI110- 10-6-10 8-1-2 5-1-22 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB. 0.00 Horz(TL) -0.00 3 n/a n/a i BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. (Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz2=328(load case 5) Max Uplift3=-203(load case 5),2=-381(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=35 BOT CHORD 2-4=0 NOTES (5.6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 Ib uplift at joint 3 and 381 Ib uplift atjoint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,Including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob Truss - Truss Type - -- --- Oty Ply - - KEVIN BENNETT - - ---- ---- -- - 0503761 J61 ROOF TRUSS 2 i 8-6-10 Job Reference(optional) 66t�12 Jul 13 2005 MiTek Industries,Inc. Thu FBb�06:19:382006 Page 1 '2'0-0 —— 1-0-0 3 2-0-0 1-0-0 � Srale= ti9 11I 2 W.1120- 8-6-10 / 8-1-2 8-1-2 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:7 Ib LUMBERBRACING _ -__- — - - ------ --- --- TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=277/0-3.8,4=14/Mechanical,3=-98/Mechanical Max Horz2=147(load case 5) Max Uplift2=471(load case 5),3=-98(load case 1) Max Grav2=277(load case 1),4=14(load case 1),3=205(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-73 BOT CHORD 2-4=0 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 471 Ib uplift at joint 2 and 98 Ib uplift at joint 3. 5)Apex Technology Is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, should be used in conjunction with the architectural and structural plans during installation. If SCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob Truss -- lTruss Type - IIQty l Ply KEVIN BENNETT - 10503761 J02 �ROOFTRUSS 16 I 1 ___ _ _ ___. ._. - - Job Reference(optional) 10-6-10 8-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 0@J(6AU9:37 2006 Pagel -2-0-0 5-0-0 2-0-0 5-0-0 I Scak•1 td� l) I I I / e - a / 8.00'12 2 —! J 250.17 I 3z4 M1120- 10-6-10 8-1-2 g_p_g 5-0-0 LOADING(psf) SPACING 2-0-0 7WB DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 0.49 Vert(LL) -0.03 2-4 -999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 ix) Weight:201b - -- - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. (P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz2=328(load case 5) Max Uplift3=-205(load case 5),2=-379(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=36 BOT CHORD 24=12 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;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 specked. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3)All bearings are assumed to be SYP No.2 4)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 Ib uplift at joint 3 and 379 Ib uplift at joint 2. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821,5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, should be used in conjunction with the architectural and structural plans during installation. If SCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ;Job - -- -.Truss _.. Truss Type ---.. _ __. IQty iply... . KEVIN BENNETT - - 10503761 CJ67 1 ROOF TRUSS .1 i 1'- --- —._. ----- - -- ----, - - JobReference(optional) 8-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Feb 02 06:19:37 2006 aejl-2 -2-9-15__ - __ 5-2-5 --- - 9-10-13- 2-9-15 5-2-5 4-8-7 Scale=1 21 3 4 —, 9 014 M11201 3 / 4 24 12 i w2 it 11 7 12 fi 5 3.4 M1120- 2v4 M11201. 314 M1120 i 11-6-13 8-1-2 8-1-2 5-2-5 4-7-12 0-0-11 Plate Offsets(X,Y):(2:0-1-12,0-1-8) LOADING(psf) SPACING 2-0-0 CSIDEFL In (loc) I/deft L/d I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.06 6-7 .>999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 I BC 0.44 Vert TQ -0.09 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC20041fP12002 (Matrix) Weight:44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=141/Mechanical,2=605/0-5.11,5=349/Mechanical Max Horz2=419(load case 2) Max Uplift4=-223(load case 2),2=-660(load case 2),5=-228(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=51,2-8=-743,3-8=-676,3-9=-68,4-9=39 BOT CHORD 2-10=652,10-11=652.7-11=652,7-12=652,6-12=652,5-6=0 WEBS 3-7=231,3-6=-708 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 Ib uplift at joint 4,660 Ib uplift at joint 2 and 228 Ib uplift at joint 5. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 Ib down and 26 Ib up at 44-12,14 Ib down and 26 Ib up at 44.12,and 48 Ib down and 89 Ib up at 7-2.11,and 48 Ib down and 89 Ib up at 7-2-11 on top chord,and 16 lb up at 1-6-12,16 Ib up - at 1-6-12,12 ib down at 4-4-12,12 Ib down at 4-4.12,and 42 Ib down at 7.2-11,and 42 Ib down at 7-2-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT.ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON LS30 at joint#4/5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular,Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=-54,2-5=-30 Concentrated Loads(lb) Vert:8=52(F=26,8=26)9=-96(F=48,B=48)10=31(F=16,B=16)11=-24(F=-12,B=-12)12=-84(F=42,B=-42) ! wwi i 1 ii • �� r•�rrwww•��•w �a rrrr•w•�r�rw�wrr�r�wrr>� li,��s •• r• � r� ri1 e��%:1 ■i��i. ! ♦r r• a lrr rr i►�+rr !\iR�n ■r�rr��/..�.rr•. ai�rr��urwrrrrr�� rn•r�.wir�i �wuu• as�rrr i 9 i ' i • 's • �� ' � • 1 i • 1 iU �i it+ �,i / ii i i i '1 • ��r�r�r�Nur�r�� rrrr.w��rr•. •�� rr��r� wr�►�/. v as • rr rr • �,/.�ar �� rrr •r��•rrw�� rw a ��w�wwrr•r r�. toil] ' i ' 1 i i i 1 i • i• , t i r ,�,� 1 1 • •i i ` r ei r i � 1 R ��(�1� ' 1 1 � • ` i i •. l i Ma t •,a + � + � r r w+ •t :d v v I t •t,1 1 ,4 t i+ 1 1' rf TRus5 GB (2� gU�� B0, � NO 2 T�BACB SID �' ��• 0� A� A/ FAS`�NBD 013 GABS STAG ZZp� TRUSS GAByB A �„ CEACkt grDB p9 � BRB SP ACIB Bp 2 ip 055 0 C A^^ 2 A5�3REB 2 , A- 6 VOSS x 9�, A ) sv p 2 GAB�B , ,8 2x6 T BBD z3 AT 6IF, „ p C. W//•131” � e�' ,tgUSS pPrT I „� BRAC ,g6 5.rg YtE '730 2 GAB„ 2XNS�BBD Zf AT 6 O.C. E��IolA 1 SS GABS w 1.131” x S pp�Ip13 t TRU '7 � 3 „LBR ,B 2x4 BNBD �p GNBC„ .�,� GAByB AST31„ 2 A BB BO VSs ECT 2 G A�G vF!A ,�gUss 'tiE w/•1 C�1OB g�B� '�V$ � 0p�10� BgAC1 �-+ r,o pF GAB.,�BI, AS pB OF '72"> C `i CRp�R SPBC �Ao <25" �IO� 1 D 51GN BgA OPS PBg�AABYS�B� OF z �252A„ pR' ,'72„� RO 5 pNS181 IGBER t gE BG D BS B V�✓�c� B�1 � UZg' sVER�1Dp 1�ABtiB BRACBS � ell f10KYCO .arFD � R 1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING. 2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03. 3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES. 4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED PARTIES. 5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE. 6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE. 7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 8. DO NOT CUT OR ALTER TRUSS MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR AND CONTRACTOR CONTACT INFO. 3a a a:e 2 SYMBOL INDICATES REQUIRED SYMBOL AND TEXT INDICATES 4■e 4 z a LATERAL BRACING. REQUMZD 4 INDICATES LOCATION WHERE LoAcTioN OF�TANDRUss PLATE 3 BRACING THE BEARINGS (SUPPORTS) OCCUR PLATS TEETH MUST HE RESPONSIBILITY OF THE ICONS VARY BUT REACTIONS SECTION INDICATES JOINT FULLY EMBEDDED INTO BUILDING DESIGNER. NUMBER V H:R BEARINGS LUMBER AND PLATES MAY OCCUR ALL BEARINGS ARE NOT BE CUT OR ALTERED, CONSIDERED TO BE NO 2 SYP (IIxO). GENERAL NOTES a:e 31 AND DETAILS 1 7 8 • p=z 4 4s6 .00��A JOINTS ARE GENERALLY NUMBERED CLOCKWISE AROUND TpT TC�� THE TRUSS, STARTING WITH THE JOINT FARTHEST TO THE 1 1�V1i LEFT. DIMINSIONS ARE SHOWN IN FEET-INCHES-ST1n'EE<N'THs. �._'�� *ij� _)TWJ'� Al'AC TECAIOIUGY H A FICPITIOUS NAME OWNED BY JAX AM TWMD WGY DM . A FLORIDA CORPORATION FBPE CA N0. 7647-4746 BU7TON PARK COURT. SCR 402 JAC&SONVI.LR FL 92224— e04.a2L6200 CMORYATDN Cbt.ADiED IN iB79 DJtITID1G 13 THE 901E PROPQJT7 OF AM IOGY IND al TO ONLY IN CONJUNCMM=TRUSSES DE9r.N=BY APICZ TwRwLoqT ri f.L' l Jy CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT L. Ford L 800 Seminole Road L. Hi iris S oerr Atlantic Beach,Florida 32233 (904)247-5800 '/''. � I F (904)247-5845 Fax o www.coab.us PLAN REVIEW COMMENTS Permit Application # 3 3/5 Property Address: r to Applicant: ✓i Jl -�3f-W-A ar Project: This permit application h s been: EJ Approved Reviewed and the following items need attention: 2�+-G'c� ,rd's i,a ��itf, K��/�cr-' ✓iv e 6 ljlZlaZ tvlNj�pu$ DooR zl ©6 we7—C -66. umk ver' cWa(&* 9 S r'Pso--� 04 o SA V 3 LoA 1D5 A R A4 0 Nt!' OR ^� jZ v r64r A AM o)C i � C E G' c- vl � 4 usS t/4/A5 iea' Lsvtt/lo-'r Please re-submit youJapp tion when these items have been completed. Reviewed By: 5 Date: / O Date Contractor Notified: 4 �G -.......... _._-w----- _ T- D-4- ---------- zTs 1- /17-5 Zo ...._._ _" - 1��..�".�.ta -----._- - CITY OF ATLANTIC BEACH Yj x ti yr BUILDING PERMIT APPLICATION (New J Residential & Commercial) l Date: Job Address: P Owner's Name: !� Address: Y 7 -7 rFQ44Sn t Hrr— TAN SU Z Z-O Phone: Legal Descri tion: Block Number: Lot Number: Zoning District: K.ur,u Contractor: State License Number:CSC O S a36f< Address: Phone: g q.—w tic- Zi p: 3Z-Z-17 C � 9a�f-30V„733- City: - �i�-.�C State: - V- 2 Describe proposed use and work to be done: L! Sir Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?" If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5%or more to the original impervious area or the removal of any trees? ®O. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project.. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.cLatlantic-beach.fl.us Page 2 Revised 9104 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: CS TLA_Y J _ Mailing Address: LZ�, r�,.i�j'j�!/¢-�� }&r�---1k4 '� Telephone: 96cl —7V —in-2 q-7 Fax:'XY-?V 7 `6?V? E-Mail: I hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: ? ,� Date: 15-6 AS TO OWNER: Swom to and subscribed before me this day of a A J 20L( . State of Florida, County of Duval Notary's Signature: /JJC t ° 04�)'•�i74 t � 5 n � f ��`�/ No 0q 2074 4 ❑ PtrWnally known Produced ideritifica n Type of identification produced • Signature of Contractor: f/ Date: " AS TO CONTRACTOR: n ,, Sworn to and subscribed before me this �3 day of yyy� ,2 (0 . State of Florida,County of Duval d JA^ O!k w Notary's Signature: ii; Noiary Public,State of Florida VA curirrt.expires April 30,2007 ' No.DD 207414 4' No. kno 8"Prod wns identifi on i Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantle-beach.fl.us Page 3 Revised 8/04 yr CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION t , d.341 Location: - T ��- ( Z75 -5l Type of Development: oo 66y->t- Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: i -- "--y— Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative piT1�AN�� TC"'Act, C1,1,v O*ff�' pEP SUUMIN Swincle lo&4 a 3 3 st tom? www.co�t•u' CorANISN'Ts PLAN perxni+t Appli,eatjO914---,. ?"V*rly AdamsV , This R ,pp�d►1lOuh �. L1 Appruvod 1 t� �ie�ved uad the follawin�items nted stmtiou' 3 ABG _ -----�----- _�-�—� f.mv �-�� ....•r1r r!C�ltlla�,.stJi�ll ------•--�-'-------- M At f,�ooK nJ��• a. sgy,� ��vsd�A,,ce' ,mac. o.�'�•�--�►a o�7 i7�r�a�J,I „ �� (iu' A�lJy o 'x.�.�_,�._�cZ�.d,'� ��t9'd �t�L r''/�K1'S ✓/'�.if�•-a Please me-submit your op arson wbou these items have br.00 tompieted. Rrvitswed By: �; j�...� Dsh: Date Contractor Nodtlieils SbBS'Lt+L'406 OL"61SAS ugtvu-a)u, dZ t i 90 Vr Jnr (/�"4�►:'(� �N.wa „!,�►'Wid __—_�___ b0tb96Sb0E..._._g0 9i ge 5tl��t �Irii�3`l3 WtfWf11-I�S P�rs��J A �Uc.Ha� scN�4uc�. K- C.�->_�ss��. �c��s -ra-rc�pl,�at� ..s�r��a��Pc,a-�. s�c�-��x,�.� L-Clmcd ..&0. H 3Z" A sA P Z- 14 z-6 Q- 1-14 Z's .ISA . 47-Y.7iv uj 1,Y 77-- . zy 1-zq v 33�5M�4... 1_H7 IL t C-3 31 Y 1. ty JV-0, 75 Z.- 3 (313-.Z I ic A Cn- 12. 111,21,S-12- � STA Rq� - 06- 33150 1 � Sl- kf�a Co oAv c. car& c..r+st w�, ��nrx&s g--t`- �� -- -601fo- gip_is o4w42k m1) .� CQ r �