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Et � k 213011(13 lfl 21)HONI� :�S(1Nl Q?lO2Jdcd �11dIJO ON] SSINI !r� - 104 d r mr N M loo i 1 r i '� I� <> 1 i 104 CD �' _ 104 l 104 (dAl)ZZ7 VH-1 i I itl' 4 104 � 1 4 It1 pli. t �PUea -UO3 fix] � 10 -UO3 I I I ad° 3x (080 1d 310,1001 Zxh = JCI 104 m Zxh = N011C8 lld-Z 2301Ift3 A 8-)HONH >Sf1Nl CI3f1021dcd t f m� a 0-0-5Z 0-0-5 Z �i i I ildr f 4 Ir+ — ir Ii a PERMIT WORKSHEET J013 ADDRESS 7!'� t 219 Mccr n TYPE WORK c PROPERTY OWNER Jim rA , 1><I�� P c TELEPHONE d'41 C9 c 31 CONTRACTOR 190 C7P f�-ro r TELEPHONE PERMIT NUMBER r,� rq 1 03 -d Q,_c7 DATE ISSUED 1 � - INSPECTIONS: FOOTING �, ,y.o . v•ay c3 SLA13 `"5 7` •o TIE BEAM is •s- e3 LINTEL�'�� Cc •�t� eh 7r�i .1�.6� . NAILINGISHEATHING FRAMINGICOVER UP L °t•cq ; I °' ' •c4-f INSULATION FINAL BUILDING 0 CERTIFICATE OF OCCUPA CY CTq 4 TREE PERMIT ISSUED? PERMIT U BER ELECTRICAL PERMIT NUMBER DATE COPY SENT TO JEA -/, 7' '6`f .TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? NO INSPECTIONS: ROUGH ELECTRIC f 3-C 4 ,1-Z9•C q RELEASED TO JEA TEMP. POWER 5•d4-©u RELEASED TO JEA TEMP. POLE RELEASED TO JEA FINAL( __,_ MECHANICAL PERMIT NUMBER 03-Z54aa 03 2 " 17- INSPECTIONS: ROUGH 1 -C `' FINAL PLUMBING PERMIT NUMBER INSPECTIONS: ROUGH/UNDERSLAB TO POUT O'q 51�tsw(,R WATERISEWER FINAL14F P 3.e3 DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL -7 G;"j FAILED INSPECTIONS: 1-all-0-4 DATE PD. DATE PD. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025672 Date 4/21/03 Property Address . . . . . . 719 MAIN ST Tenant nbr, name . . . . . . 749RADON, 1901STSCG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ------------------------ ------------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 526 N 11TH AVE 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc- . . Permit Fee . . . . 408 . 00 Plan Check Fee 204 . 00 Issue Date . . . . Valuation . . . . 86920 Expiration Date 10/21/03 ----------------------------------------------------------------------------- Other Fees . . . . . . CITY RADON SURCHARGE . 18 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 . 55 AB CONSTRUCTION SURCHARGE . 95 SECTION H IMPACT FEE 1125 . 00 STATE RADON SURCHARGE 3 . 55 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 510 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 408 . 00 408 . 00 . 00 . 00 Plan Check Total 204 . 00 204 . 00 . 00 . 00 Other Fee Total 3343 . 23 3343 . 23 . 00 . 00 Grand Total 3955 .23 3955 .23 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMITANDSUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 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 . . . . . . 5/11/04 Parcel Number . . . . . - - - Property Address . . . 717 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name Legal Description Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . HUGHES, JIMMY Contractor . . . . . . 180 DEGREE PROPERTIES, INC. Application number 03-00025604 000 000 Description of Work TWO FAMILY RESIDENCE Construction type Occupancy type . . . . Flood Zone . . . . . . 0 Approved . . . . . . . C uilding Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL 3arhadh e Ceectzic Sewke, ane, SERVING DUVAL & ST. JOHNS COUNTIES SINCE 1954 POST OFFICE BOX 50325 JACKSONVILLE BEACH, FLORIDA 32240 Release Request and Early Power Agreement Electric power isrequested now under conditions and terms of this fully executed Agreement & Release SITE/JOB IDENTITY //" 374 ,T� 7 BUII.DING PI:RMITQ ( �5�(�TT ELECTRIC PERMIT NO 0 - SERVICE- (CHE•CK ONE) o OVERHEAD UNDERGROUND We, the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power"is purely for our construction convenience,is Vo_1 required by Codes,does not substitute for Final Inspections or the C/O (Certificate of Occupancy) that must be issued before occupancy;and such is it the discretion of the Building Official; and 2. The City, will make a speci;A inspection prior to early power energizing,and rough inspection must have prior"Approval",including meter base connections;and 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service,is expressly prohibited and penalized by The City, Ordinances,would be a violation of this Agreement and shall result in a request for prompt removal of electric service after twenty four(24) hour notice;and 4. "Early Power"release authority is the Electrician and must not occur before: A. Equipment,devices and fixtures are installed(or blanked ofo safely,and B. Panel is complete with breakers and cover,and (labeling required at final inspection) C. Service connection and grounding is complete,and D. The electric system has safely passed through electrical check,and E. Meter can permanently marked with address,and F. Temporary address numbers displayed (Permanent numbers are required for C/O),and G. Fire Protection systems approved by the Fire Marshal;and 5. Any unpaid fees and any outstanding requirements must be satisfied prior to release;and b. This fully completed form is to be submitted to the Building Department as the Request Release for Early Power by hand,via mail or fax 7. Future such Agreements will not be'ac/cepted from those who violate any one of items 1-6 above. CONTRACTOR (,. ` /f DATE r 6 ignaturc of Builder)ELECTRICIAN DATE (Signature of Electrician) PERSONAL NAME OIC MASTER o � 2. APPReV E D (Please Print) CITY OF ATLANTIC BEACH Master No. 7,Z BUILDING OFFICE License No. D 3 — W sZ MAY 0 3 2DQ3 �.Cgtic tf-�71 CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD j } ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F : f'�Jt3 Application Number . . . . . 03-00025604 Date 4/21/03 Property Address . . . . . . 717 MAIN ST Tenant nbr, name . . . . . . BUILD NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ------------------------ ------------------------ 180 DEGREE PROPERTIES, INC. 265 3RD STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 408 . 00 Plan Check Fee 204 . 00 Issue Date . . . . Valuation . . . . 86920 Expiration Date 10/21/03 ------------------------r---------------------------------------------------- Other Fees . . . . . . . CITY RADON SURCHARGE . 18 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 . 55 AB CONSTRUCTION SURCHARGE . 95 SECTION H IMPACT FEE 1125 . 00 STATE RADON SURCHARGE 3 . 55 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 510 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 408 . 00 408 . 00 . 00 . 00 Plan Check Total 204 . 00 204 . 00 . 00 . 00 Other Fee Total 3343 .23 3343 . 23 . 00 . 00 Grand Total 3955 . 23 3955 . 23 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t �'�'�b � _.,... ,,_ ° t",�`.�ti:.�:�"'-=sem^• BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET J� Date: – 0 3 Address Heated Square Footage @ $ q d> per sq ft = $ .S Garage/ Shed q® q @$ 3 0 per sq ft= $12 Carport/Porch @ $ 1 per sq ft = $ f 7 Deck LJ @ $ per sq ft = $ C$ Patio 9 @$ e per sq ft = $ ,7 6 ey TOTAL VALUATION: $ d L� q G 0 $ 0 Total Valuation 1st $ 5-opo NO Remaining Value $ per thousand ofportion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ `/C) ZONING: + %Z Filing Fee $ 2 p c� FLOOD ZONE: —2� (c,) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: '/�c BUILDING PERMIT FEE $ 612- WATER 12WATER IMPACT FEE $ -5-/ d SEWER IMPACT FEE $ 1.),rb WATER METER/TAP $ IY (CAPITAL IMPROVEMENT$ 3 2 S— SEWER TAP $ <–L- — 1 SECTION HH PAVING (76-) $ �/ f CROSS CONNECTION $ S� STQ?r,l ) SURCHARGE $ Z. 9 OTHER $ GRAND TOTAL DUE: $ '39-5-S7 2 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 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, I Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 J Drinking fountainAcemaker %2 Floor drains 2 Hose bib 1 �-- 2— Kitchen Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or Z dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink ( 2 Urinal 4 7. Urinal, l 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= 3 MULTIPLIED X 20 TOTAL$ �j A Fri p ag 7 r `71'? 1 �) MAA) t�;-r 4'-3" SCALE: 2" = 1 ' 6" 6" 4110-:77 visit INLET # TOP TYPE STRUCTURE "S" THIS SIDE 4111 a ELEV. JOB NUMBER TOWARD ROAD GRATE ELEV. CONTRACTOR c. 3'-3" :o SPECIFICATIONS: v., 1. STEEL: BASE SLAB #4 @ 8"O.C. SHORT-WAY #4 @ 11" O.C. LONG-WAY WlTiS #4 @ 12" O.C.E.W. o ATO INSIDE FACE Wor � x HAIN REQUIRED. e a xK � 3 CONCRETE, TYPE II CEMENT EDGES 3/4" S N E ?� 41" a a ° NOTES PC # DESCRIPTION READY SHIP DATE DATE I.D STEEL GRATE RISER r---------- RISER RISER BASE UNIT W DIR. PIPE PIPE HOLE HOLE ITB RAISE HOLE SIZE INV. SIZE INV. INV. ABOVE ITB S N i E FLAT TOP ALWAYS TO BE NORTH WALL AND STANDARD PRECAST, INC. DOT GUTTER INLET SLOPE TOP ALWAYS TO BE SOUTH WALL. P.O. BOX 23607 TYPE "S" JACKSONVILLE, FLORIDA 32241 J DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE � �� , ATLANTIC BEACH,FLORIDA 32233-4318 a 4x, TELEPHONE:(904)247-5834 { S FAX:(904)247-5843 -' SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # ' j Applicant: ( ( lov-� 0 Address: G� ! `,'� a i ; Project: �,� �' d L� Le-�1 our application is approved as noted by the Public Works Department. 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: Provide impervious area calculations . Provide drainage plan. �Ory-11 l tc''k - Provide St . Johns River Water Management District permit . �� �' Submit a plan for the work planned on the catch basin that will be in the middle of the driveway. 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. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date 3&&3 r ti5 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET J Date: Address l 1 Nl ►4- I ►� Heated Square Footage /L(�/- @$ Y of per sq ft = $ r 96 Garage/ Shed @$ 30 per sq ft= $ 2-0 Carport!Porch @$ I --?- per sq ft = $ -2- I 7- Deck Q @ $ _per sq ft= $ a Patio q (P @ $ o? per sq$= $ ,:T G y TOTAL VALUATION: $ _/2 0„ Total Valuation IS` $ ooa0 $ Remaining Value $41. per thousand of portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ C) ZONING: g& - I + '/Z Filing Fee $ 2 O FLOOD ZONE: _ (0) Fireplaces @ $35.00 $ Za — IMPERVIOUS SURFACE: SC�/�o BUILDING PERMIT FEE $ 6 ) Z WATER IMPACT FEE $ ,::D 0 SEWER IMPACT FEE $ ,S'b WATER METER/TAP $ l'S CAPITAL IMPROVEMENT$ 2 S — \SEWER TAP $ —(0 — C ("J-q?) RADON HRS .0050 $ 3.S SECTION H PAVING(7Y $ CROSS CONNECTION $ S' STQ?O) ) SURCHARGE $ Z. 9S OTHER $ GRAND TOTAL DUE: $ �3 9�S-- 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: MA r AJ % — 7E)c-- rt4 t F 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(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dis hwashing machine,domestic 2 f Z Drinking fountainAcemaker /z . S Floor drains 2 Hose bib 1 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, / 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= ,5 MULTIPLIED X 20 TOTAL$ "`!8 fJ' CITY OF"ATLANTIC BEACH t 800 SEMINOLE ROAD �• ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 1 http://ci.atlantic-beach.fl.us -� PLAN REVIEW COMMENTS Permit Application # o-5 - (-o,�� Applicant: ti t Address: 'l Project: ' o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date 4 t M1 DEPARTMENT OF PUBLIC WORKS fit] 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX:(904)247-5843 +� S) SUNCOM:852-5834 http://ci.atlantic-beach.fl.us 11 /J�G PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03 Applicant: Address: Project: CA UP U XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Utilities Department and the following items need attention: emot , �- � Please submit 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. Reviewed by Donna Kaluzniak,Public Utilities Director ej Date D� Signature Contractor Notified Date f2&103 MIN. RETURN Book 10942 Page 1547 PHONE#agt3--9-Scl`7 NOTICE OF COMMENCEMENT State of IF1yrk k Tax Folio No. County of_ y4 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:_6I to c--,k; ) LA Address of property being improved: CA General description of improvements: 4 Owner: 5:a.,P",, ur, Address: Al vtE? -T^ c s Wil.. 3`�'c.Z 5' Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: A 4& .-v a� Address: L 'L 13 Phone No: 13!y y4/ 7 q Fax No: Z V 2.- Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). — Name: Q o,R Address: U, '5r. Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY JOWENR Signed: 0w,*— _Date: C42-7163 Before Vthis c9741f d y of in the County of Duval, State of Florida,has peFsonally appea ed Notary Pu is at Large, State of Florida,County o Duval Dock 2003062547 My commission expires: Ale `' 7-- , o 0 4 Book: 10942 Pae: 1547 Personally Known: or Filed & Recorded Produced Identification: 02/27/2003 11:23:03 AM JIM FULLER LYDIA T.LANGLEY CLERK CIRCUIT COURT =*; .__ MY COMMISSION#CC 852x06 DUVAL COUNTY EXPIRES:November 7,200'3 RECORDING $ 5.00 8;h ` Ba ded Thru Notary Public Undenr*rs TRUST FUND $ 1.00 ' wed �'ri a��1�+�"...•" III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; WIN. comet climate zone and correct jurisdiction? (FBC 13-600) Yes ✓No NIA 2. Does conditioned square feet area on plana match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes -No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes --'go N/A (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: ��lZ V-7 DATE: 4. Is the"R"value for added insulation on exterior walls shown? Yes o NIA 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes�o NIA 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes h,#No pl/A OWNER: f JOB ADDRESS: I "I Y /�! 7. Are Energy Credits Claimed? Yes 'No N/A _ A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A✓' CONTRACTOR:3(L 1-0 LJ 1= PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A.5) Yes No NIA C. Programmable Thermostat (FBC 13.600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. is a specific purpose survey submitted? Yes .NO N/A I. Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes tt/No NIA Column pads and concentrated loads? Yes N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yea No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes ✓ N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes N/A 5. Is property in a flood way? Yes No N/A ✓ �� S. Is slab reinforcement shown? yes N/A 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes o NIA B. Fibermesh reinforcement? Yes No N/A Structure Code Compliance; 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes v N/A H. 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes NIA I. Are plans sealed by architect or engineer? Yes✓/No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes o N/A A. Are structural calculations submitted? Yes V14o N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yea No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes 11No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes Ve N/A 4. Is Importance Factor shown per FBC Table 1606? Yes 4o N/A 10. If Pik foundation shown,is Sealed Soils Report submitted? JJ S. Are pressures for wind loading on components and cladding / (FBC 1805.1) Yes ✓No N/A Shown per FBC 1606.2.57 Yes ✓No N/A 6. Are pressures for wind loading on components and cladding tV / Shown per FBC 1606.2.5? Yea /No N/A V. Typical Wall fmSection: ✓ 7. Does structure meet requirements of FBC Table 500 for number of 1. is finished grade shown es ��oo N/A stories and allowable area? Yes '-No N/A 2. Is minimum Boor elevation shown? yYes V/,No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 A. Minimum 8"above adjacent grade? Yes f�I�V N/A B. Flood protection elevation? Yes �/ o N/A for structural elements? Yes No N/A C. Base flood elevation? Yes Xo N/A 9. Are plans designed per SSTD 10-997 Yes No v/N/A, ,/ 3. Is minimum footing depth beneath finished grade shown? Yes No. A. Are all appropriate charts and tables shown? Yes No NIA✓ N/A(FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A t,/ 4. Are all footing sizes shown? Yes /pyo N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Y Construction in High Wind Areas"? Yes - No -,"N/A 6. Is vertical reinforcement shown? Yes ✓ea N� N/A '140 NIA A. Are all appropriate charts and tables shown? Yes No N/A v� 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes vo N/A High Wind Areas? Yes ✓tN/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes C. Is exterior wall'insulation shown? Yes N/A ✓ N/A alo N� A. Are a[1 appropriate charts and tables shown? Yes ✓JttG N/A D. Is exterior wall finish shown? Yes o NIA B. Are all appropriate requirements circled or highlighted? Yes ✓No N/A S. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame ConstructionA. Is stud size,s Manual for One-and Two-Family Dwellings,High Wind Edition"Y Yes No NIA "r pacro 8,grade end lumber species shown? Yes�o N/A A. B. Is exterior sheathing(type and thickness)shown? Yes N/A & Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yea✓ o NIA B. Are all appropriate requirements circled or highlighted? Yea No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes /�(o N/A 15. Does bedroom open directly into garage? Yes No t/N/A E. Is interior wall finish shown? Yea � No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and fuushedof bedrooms shown on the application? Yes V No N/A grade shown? (FBC 2304.2.5) Yes -IN/. NIA G. Are shear wall segments shown? Yes N/A 17. Is Designer's name and address shown on plans? Yes%,o4o N/A A. Type of hold-downs shown? Yeso N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes N/A and FBC 1012.!.5? Yea✓ N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes o N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes�No N/A requirements of FBC 1203.1? Yes\,/No N/A 12. Roof Framing20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No N/A wind load requirements for components and cladding per FBC 1606? Yesf No /f1/A Are � B. Aconventional frame rafters used? Yes No N/A 21. Does floor plan show fireplace? Yea• ✓ N/A 1. Rafter size shown? Yea No N/A 22. Are stair details shown? Yes N/A 2. Species of lumber shown? Yes - No N/A / A. Is minimum stair width shown? (FBC Table 1004) Yes Alo N/A 3. Grade of lumber shown? Yes, J 0 N/A J B. Are tread and riser sizes shown? (FBC 1007.3) Yes. /No N/AV/ C. Type of roof sheeting shown? Yes�20 N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes ,No N/AV 1. Thickness of roof sheeting shown? Yeso N/A D. Are required landing shown? (FBC 1007.4)? Yes o NIA 2. Grade of roof sheeting shown? Yes JV6 N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) YeaoN/A D. Weight of Dry-In felt shown? Yes VjNo N/A 24. If required,are tenant separations shown? Yes lo N/A E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table.704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No N/A 25. Are all columns and beams shown for porches and lanais? Yes /*14o N/A/ 2. Attachment of the roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes No N/A. (FBC 1507.3.7) C B. Are beam type,size,span and anchorage shown? Yes No N/A 3. Other roof covering and attachments shown? Yei✓0 N/A 26. Are all lintel and beam details shown? Yes No N/A j F. Length of roof overhang shown? Yes Dlo N/A 27. Are engineering details provided for butt glass? Yea No N/A G. Type of soffit and fascia shown? Yes ->ro N/A V H. Attic ventilation shown? Yes No N/A 1. Location,type and thickness of flashing shown? / VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes N/A 1. Are engineered truss plans provided showing loads,uplifts and / I. Type and gauge of cave metal shown? Yes NIA required connections? Yes V-*" N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yea,,/No N/A 3. Framed roof. V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No r/N/A application? Yes,/No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? YeSJ . N/A species,grade of lumber,span and connections? Yes No NIA V/ 3. Are all door and window sizes shown? Yes, No N/A C. Are collar ties shown,including size,spacing,species, / 4. Are all emergency egress openings shown? Yes VN N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade / (FBC 2405.2) Yes No N/A of lumber? Yes No N/A ✓ 6. Are all vertical reinforcements shown? Yes✓,No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes ✓✓/No N/A pattern? Yes _A. N/A 8. Are all hold-downs and hurricane anchorages shown? Yes-/ . N/A 9. is required attic access shown? Yes✓/No N/A 10. Are all plumbing fixtures shown? Yes✓ o N/A VIII. Floor Framing. If. Are all electrical fixtures shown? Yes VNo N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes VVVVVV o N/A uplifts and connections? Yes t/No N/A A. is air handler and condenaor location shown? Yes o N/A 2. Is joist plan provided,showing size,spacing,span,species, � B. Are exhaust fans shown? Yes' o N/A grade of lumber and connections? Yes✓N N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes✓NXNo N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes✓ No N/A Have a 29"net clear door opening and handicap accessible route? (FBC I1-11) YesN/A c ROK #Aok 1�.��. i��.ws"�CIC'•'".'��.s�,:.El4r�M� 'siii Ji�ili':2gY+ 3•'.+ . `'MP+ifx4'.�Mi.a'..'rA ��'iaW�Yi ".L I P SHO Tf.11tTG SO HT1�Tl�AR Y S U.R VE Y C.�T LOT 1, TOGETt1ERUr11 MW ArOI,TH 1/2 OF LOT 2, BLOCK 131, ATLANTIC BEACH SECTION "H" ACCORDL''tirG TO THE PLAT MI jv'REOF AS RECORDED EV" PLAT BOOK Its, PAGE 34, OF TIIR CURR- E1'V'I' PUB= BECORDS OF DUVAL COWrY,' FLORIDA. LOT 6 BLOCK 151 LOT 6 FOUfiD 3/4". n 102.00'PLAT 102.08'COMPUTED 0.a' GO 89 41'45' flOy9'S� FOUND 1/2". v cr O 'D #� LOT .1 � LOT1 ..� � ,rcAN� 1 1-4 v c>, L4 0 102.00'PLAT 102.09'COMPUTED v r� v $ LOT 2 SET: 102.00'PLAT 102.10'COMPUTED vim• LOT 2 131 � a y 0 C Lo 27 $ \ 102.00'PLATV 102.11'C:OhIPUTED LOT 3 LOT 9 5' io' 20' �40' i GRAMC SCS SCALE 1'-20' N07M 1. ANGLES MABLI:iI ED IN THE FIELD. ° 2. FIELD WORK 1/16/92 FOUND 1/29.P� r 102.00'PLAT 102.12'COMPUTED DURDM `FOUND 1/2'0. M=5 a LOT 4 '" FOUND 1/2". LOT 4 920024 0(2/92 W T 6TH STREET J'�A i<JV7 COJVTROL J�oIIIr P.Jo rtllr7l'JtgWjt NONVMCNr A/C PINOTES AIR coNOIrioNsR �c> -9iacaMl,! 1.r.-tlanry 1IrJs oh A5nAR O.C.-MIAW OAS CIIX3�3Ju XA6rrd"1' r;aa-JY11Nr or compoi7" Cv1IVJl P.1. Pz�NDT1fJ POiA7 ar I)rrjr)s= i' [,i� P.O.IL-FY11Nr O.P BxvjNmlW P.Ri:-POINr 01 RIVISRSZ CURVjr t►GIG-SLOCJC k� P.C. -POINT of Cil,Vjr O.ler'.-OyyXAL 1tiAVXDS "WAjW !s'/r-l'XBT Ole WAr A- C iAr. -PuiNT Of T.AIrIlAMr Po.-PACS r/r.•-IvwrR .I'i7L.r N A)XNUTJTS NOATIN 0 -ar'o"Au mt.A-SQUAB S Ivor ioo.0o'-Irmxr S' v1i mrirS sourAi so'-'WRwjrs AA -AaY BOOR Q -ORLTA AlVL9 l DAVWJrB ZA5T c-Y.A JaZJVOrA`D.1JA?rr�Ji.O.L DdTD'V rllrir A;ti,�ArClit 4.�tY,-ar'YICI:IL Rss.17R171T var. 1r oswrAl 1I=T ROONEY & SO IV" 263 BLANDIIM 80UL rVARD JACXS0NVly .FLORIDA. ;221 , s04-387-6807 7PAX NV) "4-864-MA I HEREBY CRRl'jr Y 7'0 PONTE VEDRA N�TIOWAL HANK , JIM HUGHES �� l21CAr rJIIIB stjwjf'!s A rMl AND CVXA2LT .XMX:rXNTArJUN Or LANDS D93=AW IJf r6Z As0>r'Z CAPrR7A; WAT rW7 SV#IysT t/1O35r7tid► Ams xwjttrar IldWAM T= 1,0C.:r10N Of AIL )4f1WV)rAMN1'S ON SAID Pri9i' MT. ?W TM2 SVRrSr rAJ PXZPAXU tJHI"Y'A Mr WXWr SUPSRPMOX A" T"r T1t71t SV)ITIr MZM TZT a17h7A?/A/ rJP-^ffh7r.AL SrANAAP.DS AS S'rr ) )trJ1'BY TJU MAI AA MAN, Of "Org"ZONAL LAND 8V)ffXr27i1►t IN CXAPYZA ZfX3f-i rLO)iIDA ADAUJOSYNAVYX COD. MACRI/PVr ?V 32ff Af 478Ai1 11MA4 3rA1D W F BMW cznr RI Mg!JW AWS Lff SAME /WWX IW IDs SP=AL no" JIA XA)tD AKLA "NX x-- AS SOWN ON MWD I'NJOAA00 PAM MAP. 00010 # bJV6i_ * C17vNff. JkLm APR/17/89 Wir .7'3'1JCffi' []-OOrJWAT .WCMUXW• sxT Dmrrs sxr 6/if urt VIM" ! A�PD'A.L col�FC1l u o-,jW y PIP'!t R;BAR ALS. �O1EI ►1 Mo-"ISR POLJI (3-crosir CUTJUMD= e l ASJWN �oP XD XXXX Mr PMV1, 1)TB TIMsunvar UI.U" I MINYAT RL ZI S MIN. RETURN Book 10942 Page 1547 PHONE#OI�3 —S ;9"-7 NOTICE OF COMMENCEMENT State of F l o ri ck A Tax Folio No. County of J A-N 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: Address of property being improved: -1 General description of improvements: d.,:t����� t'9 Owner: FZ i► "A-1-i Address: !' 0 A .jai (7, Z Z `'( Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: 6;11 Address: F L -L Phone No:—'r7:Y - YY 7 Cl Fax No: y 2.• �_ /(� Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb),Florida Statues. (Fill in at Owner's option). Name: LIS e;W Address: 1_io� rY Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY JOWNER_ Signed:0 �J Date: bL 2.7 63 Before this W7 d y of . in the County of Duval, State of Florida,has peFrsonally appea ed, Notary Pu >c at Large,State of Florida,County o Duval. �--- Doc# 2003062547 M commission expires: ale ✓ 7- .2e► c� Book: 10942 y P Pa e: 1547 Personally Known: or Filed d Recorded Produced Identification: 02/27/2003 11:23:03 AN JIN FULLERti�+ LYDIA T.LANGLEY CLERK CIRCUIT COURT :*: MY COMMISSION#CC 852708 �^ . DUVAL COUNTY ;,• a: EXPIRES:November 7,2003 cn t)' RECORDING # 5.00 R;t '. Boded TRUST FUND 1 1.00 ns"'�.^'—.:1ea*�ts�s-" 'F,R,,,irrrc�ts�m-•�z,�:dn«nr.��;i�°: '<•: .II�9"��:'."n.'" 'm. L.S�:'d�6s�J'. MAP SHOWING BOUNDARY S U.R Vim' Y OFr, LOT 1, TOG r-7HERftTifl THE MORTH 1/2 OF LOT 2, BLOCK 131, AM "TIC BEACH SEC770N "H" ACCORDEX TO THE PLAT TfMRSOF AS RECORDED EV PLAT BOOK 18, PAGE 34, OF THE CURR- ENT PUBLIC RECORDS OF DUVAt; COV2VTY, FLORIDA LOT 6 B L O C K 151 LOT 6 FOUlWD 3/4'LP. ^ 102.00'PLAT 102.08'COMPUTED 8»'41'43' 90.19`5• FOUND 1/2*LP. v tJ7 O v p U 0 n o LOT I -� LOT 1 (A c 0 O � X c102.00'PLAT 102.09'COMPUTED o v $ LOT 2 11'sET. 102.00'PLAT 102.10'COMPUTED LOT 2 1�1 }_ B � L O . LOT 2 u ti V� $ 102.00'PLAT 102.11'GOrdPUTED LOT 3 9 LOT 3 $ 0 5' tow 20' 40 $ GRAPHIC 5CRil SCALE 1'-20' NOTES; w 1. ANGLES ESTABLIUicM W THE FIELD. 2. FIELD WORK 1/18/92 1 FOUND 1/2'1.P. r 2.12 102.00'PLAT 10 'COMPUTED y DURDEN `rOUND /`27.R. 5 a d LOT 4 FOUND 1/29.P. LOT 4 920024 02/92 T�FS' T 6TH STREET if— ATI" J P-A"-PSTRNAN Nr RlTri!1YJMCl��ON"'' A/C OFNOTES AIR tD,YDmoMCR C 2![iduv.T1YT LYINTAOL 101 'jv"-&xvoNW I.r-17t�ON PAJ',X Oh /t4&AA yxlm .O.C.-l� -Mir OP cnuir>I`AVXA NT i:aa-I1olNr or c m7vvND CURYAI' P.I. Pzrlvrrs Porxr oT INTS mwr O.IA--iVXNr 01 DAVIJVI 4W P.Ra-POINT Of J1lySItsz CURV9 ffL&-,DL.ocK P.0. -POINr O* WAYS O.AJ'.-OTYWAL A"XDJ YOIdTK4 Rl)r-Iuvmr OP wAr A- 1P.r. -POINT OP TAM"M Pyr.-PACS I'/T'-Jt1N'ATt ivLS N vshvrss NOR7'Ji O -Agoalss aj. -SQU7ARl F'YlOr /oo.0o'-I'mNy s Dxhvrzs sourif JM'-)Ark " AAL-ONSP WOK 6 --DXLTA ANOU r DZWJrS SAsr A Y.A 1x LA-J,HAr3'i1)fAZ VZQDXTX 1'LASG AAIVY O. Y.-d1!'J+7CIAL !'t�I ,?E171! Yl3LS11G r DYMIT,LS W r ROONEY & SOWS P.O. w r 696? 268 BL"All BOULMAP, JACX SONVILLSI1"LORIDA. 3 22t , 504-387-6307 (lAX NO.) "4-884-M, I HEREBY CRRTJ" TO PONTE VEDRA N9TIONAL BANK # JIM HUGHES A" rjur aw JIUJ1'/Jfr IS A rms AXD coxA cr xxPNB'1xr+TArR3,Y or LAXA! cs =an IX r= Afffs C.LmJVN. rJIAr r S /7"97 owAO;kZ W' A" AL WUrAr 1N/VACArY9 TWI LOUVAN 01 Alt 1411 W VXk-9KM ON ?AIV P?5OMA . !AA! TJO3 3'VWAT PAs ""AdZ4 LLXUA Mr J JXWT S'UPS"13JOJrw' AJW T"r TAU SURTST Mn" TBA AK1H1JmAt TAVI MC.AL ATANnAJ&W AS SAT "Arg JOY TA3 I'LOJUZL► AQAJW 01 PWr2":0MAL L" OTIJTPAIMM IN CXA rXX A'IAUIF-4 r7.Orr1DA ADAWSYNArITZ CODJC IVIB+TIIINir rO SAMUN 0I021 ll.9NDA SrA10722 F srA'3J7r cxmr=I rJ W AWN JAr 82Dx J>Cr Wg IN r"SPMAL P W.V J7AXAAD AREA saran -2---AS SWrJ1 60 fl&O J7►'XMA=J4rl MAP • 00010 • DUVA- • CDL!lfrr, AL= APR/17/b9 iaacrl+m El-.M iC71jr iffinlfJrJ1!"• SXT Dmur"9,xr "rz a14m dSPB►rtL!' ++r� la•-5 IaDWItJY7'Sr (i-tIMDN Pld'S -�Tr1VCl RZAAR RLS. 4d'29 t ti I Ru►-MVER POLI (8)-emsd cur I �M 6 NOP Jto K aAR Wr PMVIO a THi:?NVRv� XI LUAU X CWNYATR 3 St! p14�)rSS TC) C)ot,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ! / TELEPHONE:(904)247-5800 J FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us --PLAN REVIEW COMMENTS Permit Application # '� Applicant: Address: -71 __J — L�l &A Q (2n :3 Project: 1MWJ I.L�k2l 04L Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Z044"'.- Date 4'Z Contractor Notified Date 171; E I V E :? CITY OF ATLANTIC BEACH ( ij ) rrf�00 BUILDING PERMIT APPLICATIONi (FOR NEW SINGLE FAMILY RESIDENCE D DUPLEX CONSTRUCTION) EKY __... _..._. Date: tIO Job Address: - 7 "' rl .1.!n 'fit Owner of Property: v 44-6 Address: "L(o M. A V Telephone: Legal Description: Block Number: _ � Lot Number: Pf- 14--2--Zoning District: Contractor: )?O" �,a- o_►- iQ.�� �-, �k Lo ¢ tate License Number: cO-C d � Contractor's Address: trH440T l<_ r FL_ Telephone: 4�_3ly - Fax: ­7,_'YZ- F911P Describe proposed use and work to be done: ( v, I G1 he.L-j / ✓ice Present use of land or building(s): ^ C) Valuation of proposed construction: (�p� Is approval of Homeowner's Association or other private entity required?.m ciIf yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ENO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ( YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14103 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inf ation provided with this application is correct. Signature of owner: Date: s I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: r ..�. Date: JZ �-(o 0-3 Address and contact information of person to receive all correspondence regarding this application (please print). Name: 13:/1 L' ,o V-, 1,W Mailing Address: (p�cc��1 r�i /��"OK,.r' t a /mace 3 Telephone: Lt 3Y ` q7 Iq Fax: 1Y_L7- 22 I(0 E-Mail: ;,Js� lW�, .C-61-A AS TO OWNER: Sworn to and subscribed before me this day of �G� ,20 (o--'. State of Florida,County of Duval fYC��' Notary's Signature: MY r COMMISSION t CC 852706 • EXPIRES;November 7,20Q3 Personally known �(h• , bonded rhru Notary Pudic Unden� ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this , day of � , 20 , State of Florida,County of Duval JA MIE GARCIA Notary's Signature: 16 MY COMMISSION#DO 164939 EXPIRES:November 14,2006 Personally known Rf Ott ' Banded�Notary Pt�fia UnderNtkers ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised I/14/03 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEL41NOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23826 Address: 717-19 MAIN STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: DUPLEX Lot(s):Pt 1 and 2 Block: 131 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: . Improv. Cost: 03MER INFORMATION Date Issued: 4/10/2002' Name: HUGHES, JIMMY Total Fees: Address: 526 N. 11TH AVENUE Amount Paid: JACKSONVILLE BEACH, FL 32250 Date Paid: Phone: (904)241-0631 Work Desc: TREE REMOVAL PER BOARD APPROVAL 3126/02- MITIGATION CONTRACTO S - -.. APPLICAT11ON FEES PROPERTY OWNERUM- Y, - >` NOTICE: x, TION BUILDING MATERIAL _w - IC SPACE,AND MUST BE CLEARED .. � - �.� �:�..-�- FAILURE TO COMP - - IN THE PROPERTY OWNER P '` -j :` ' M. jrISSUED ACCORDING TO APPRO D SUBJECT TO REVOCATION FOR VIOLATION_ OF APPLICABLE PR ATLANTIC BEACH B ILDING DEPT. LANr,C F�ORI CK4 OF ADDITIONS or CORRECTIONS D• NOT REMOVE E ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted CEJ►�� �ti T , R t eC . $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath,earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 5:00 a.m.to 5:00 BLDG p.m. Monday through Friday. LANT��, P OR 0 f�Via`; ► � 2004 rKit OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /Vres IssF� oN i4 s . F71 U&M REINSPECT FEE LLJ It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. �� /� PREPARED 8/21/03, 14:05:44 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/21/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 717 MAIN ST SUBDIV: TENANT, NBR: BUILD NEW DUPLEX CONTRACTOR 180 DEGREE PROPERTIES, INC. PHONE OWNER HUGHES, JIMMY PHONE (904) 241-0631 PARCEL - - APPL NUMBER: 03-00025604 TWO FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 4/28/03 LJH BD FOOTING TIME: 13 :00 4/28/03 AP 993-8597 JIM HUGHES 11 01 5/29/03 LJH BD SLAB TIME: 08:00 5/29/03 AP JIMMY HUGHES 993-8597 12 01 6/19/03 LJH BD LINTEL TIME: 13 :00 6/23/03 AP TOM BLUNK 237-4660 10 02 6/24/03 LJH BD OOTING TIME: 08:00 6/25/03 AP F TING ON BACK PORCH 237-4660 14 Ol /2,21;03 LSH B FIR��08:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/21/03, 14:05:44 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/21/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 719 MAIN ST SUBDIV: TENANT, NBR: 749RADON, 1901STSCG CONTRACTOR 180 DEGREE PROPERTIES, INC. PHONE OWNER HUGHES, JIMMY PHONE (904) 241-0631 PARCEL - - - APPL NUMBER: 03-00025672 TWO FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------------------------------------- 10 01 4/28/03 LJH BD FOOTING TIME: 13 :00 4/28/03 AP 993-8597 JIM HUGHES 11 01 5/29/03 LJH BD SLAB TIME: 08:00 5/29/03 AP 12 01 6/19/03 LJH BD LINTEL TIME: 13 :00 6/23/03 AP TOM BLUNK 237-4660 10 02 6/24/03 LJH BD FOOTING TIME: 08:00 6/25/03 AP FOOT NG ON BACK PORCH 14 01 8/21/03 LJH BD IREWALL TIME: 08:00 -------------------------------------- COMMENTS AND NOTES ---------------------- PREPARED 6/24/03, 8:33:33 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/24/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 717 MAIN ST SUBDIV: TENANT, NBR: BUILD NEW DUPLEX CONTRACTOR 180 DEGREE PROPERTIES, INC. PHONE OWNER HUGHES, JIMMY PHONE (904) 241-0631 PARCEL - - - APPL NUMBER: 03-00025604 TWO FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBBNIT: BLDG 00 BUILDIN PBYNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 4/28/03 LJH BD FOOTING TIME: 13:00 4/28/03 AP 993-8597 JIM HUGHES 11 01 5/29/03 LJH BD SLAB TIME: 08:00 5/29/03 AP JIMMY HUGHES 993-8597 12 01 6/19/03 LJH BD 'LINTEL TIME: 13:00 6/23/03 APT SLUNK 237-4660 10 02 6/24/03 LJH FOOTING TIME: 08:00 FOOTING ON BACK PORCH 237-4660 -------------------------------------- COMMENTS AND NOTES -------------------------------------- 63 i14- ? t W �o va tt ip .O v Vd- od Lo cp oo , + o , , , s , s , v s , s , , , , a''d � a ro .O ds ,cp o c; c' f v r` � `+ cp vd +`+ � EP I n y � d + 4 ✓7 + FJ cP , , + O , , , + , i + s , , + CITY OF ATLANTIC BEACH s" 5 3 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025604 Date 11/10/03 Property Address . . . . . . 717 MAIN ST Tenant nbr, name . . . . . . BUILD NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 86920 Owner Contractor ------- -- -- ------- ------ ------ ------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 526 N 11TH ST 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 - ------ ---- ----- ----- --- ------------- ------------ -- ------ ------- ----- ------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . HUXHAM HEATING & AIR Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/10/03 Fee summary Charged Paid Credited Due ----------- ----- - ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 22 03 07: 22a Inf"or-matiorl S-,ystems 247-5€ 4.5 ;o. 1 d CTY OF ATLANTIC BEr"�CII MECHANICAL PERMIT APPLICATION � jr Ovvner of Property:___- J 4-5._—_—..— _�--- ------------ I Job Address: - .-� /'1 //Z/ Contractor: In consideration of permit given for doing the work as described in the above statement,we hereby agree to performsaid work in accordance with the anached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach Lordinances and standards ofgood practice listed therein. -__--- _ III. GENERAL INFORMATION _ A. fyp�,o2 hw[ing f�iei:— Fl ? Electric / IS OTHER CONSTRUCTION BEING DONE ON THS E3Gas: -__I_P __Natural +!Central Utility BUILDING OR SITE'? et S 0 Oil ---- — ❑ Other-Speeif}• IF YES,GIVE NUMBER OF CONSTRUCTION MECHANICAL EQUIPMENT -rO ISE ./NATURE OF WORK a Residentia! or ___ Cornmerctai INSTALLED i Neje Building ,(Provide complete list of components on ack of this torn:i Cl Existing Building V/ Heat Space _Recessed Central _Hoot ❑ Reldacemert ofexisting system C9� -"jr Conditioning: R om �entral i (� New Installation(No system previously installed) ❑ Dint Sygtem: Material -4 fhickness�5 — -- I ❑ Extension or add-on to existirp system Maximum ca acct —r cliu i P y �._..-- ❑ Other-Spec;fy --_-- � ❑ Retiig.Iation -----___-----_-` 2 Cooling tower Capacity-_ U Fire sprinklers: Numlx:r ofheads THIS SPACE FOR OFFICE USE ONLYC] Elevator: _ lvfanliR Escalator___ be .(Numr) ❑ Gasoline pumps--- (Number) (Received) fLl Tanks __s __ (:Dumber) RcmxrI:s ❑ LPG caiocr-- U I'a ired pressure vessel Permit AI Date Approved by _— ❑ Boiicrs I P -- - ❑ Other-Specify_ L. Permit Fee.--— -----_-___. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERAT;ON EQUIP vfE NT Number Units — Description- — Model Number Manufacturer Capacity Approving - ('cons) Agenc1 _ —_ ---- i I HEX17ING-FUR-MACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving • TAN'r:5 i How Many Nominal Capacity Type Liquid Name of Serial Approving i — _ And Dimensions - Contained Manulacturer No. L 800 Seminole Road•Atlantic Beach.Florida 32.233-5445 Pbone:(904)247-5800*I-'ax:(904)247-5845• htt[Ijl/K:tiYN'.CLntI_ItlI1C-beach_rl_u 1!14103 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD } tj ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025672 Date 11/10/03 Property Address . . . . . . 719 MAIN ST Tenant nbr, name . . . . . . 749RADON, 1901STSCG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ----------- --- ---- ------ ---- ---- - -- -------- -- --- HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 526 N 11TH AVE 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 ---------- ------- --- -- --------- ---------------- --- - - ------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . HUXHAM HEATING & AIR Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 44 ,11 22 03 07: 22a InFormatiarl Systems 247-5845 0, 1 �r Yfc7 l.Jy CITY OF ATLANTIC BEAC11 MECHANICAL PERMIT APPLICATION 0/ Owner of I'ropertv:____—B t � I Job Address: /y�--- �-�-�__ _�JL4 <3t�------------------------ --- I �Jk�ham Contractor: In consideration of permit given for doing the work as described in Lhe above statement,we hercbv agree to perform said yuck in accordance with the ana,:hed plans and -specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards oaood practice listed therein. ITI. GE_N_E_R.1L_ INFOR�tAT1UN A. -1-v�,[',S hua[uig incl:---•-------_----- Il. •-- -------- --� Electric IS OTHER CONSTRUCTION 13 LING DONE ON Tl IS 0 Gas: --LP _-Natural kKntral utility BUILDING Olt SITE'' - U Oil - O Other-Specify I IF YES,GIVE Nt."MBER OF CONSTRUC"I10N IV. __------- MECIIANICAL EQ UIPMENT TO BEAT('BE OF WORK i � �Residential or Conunercial INSTALLED S Netiti Building - (Provide complete list of components on aek of tills form] Existing Building f Heat Space _Recessed --Central —I.looi ❑ Replacement oCexistiue s)'stern T-Air Conditioning: It om Central ' i � New Installation(No system previously installed) LAY Duct Svstem: Material C -_"fhickness 1,S Maximum ca acit ctiu I O Extension or add-on to existing systzm ; P y rr -_.-- j ❑ Other-Specify_--_-__-- ❑ fooling tower Capacity--- --- --- --gp°1 L.1 Fire sprinklers: Number o1'hcads I THIS SPACE FOR OFFICE USEONIA' ❑ Elevator: Nlanlitl_ Escalator - _ .(Number) D Gasoline pumps _--(Nutnkx;r) (Received) LJ Tanks __ _ (Nunitx:r) ❑ LPG containers Remark - ------__._--- — I L7 Ualired pressure vessel Cl Boilers Permit Approved bv__— -_ Date 0 Other--Specify_ �' -`- — Permit Fee AlR CONDITIONING AIVD REFIt[GERATiON EQUIPi4IENT Number Units Description Madel Number Manufacturer Capacity Approving (Tont,) A>;encv _�..-ATTD3� IIE.Num FURNACES,BOILERS, FIRE PLAC Number LDi;Malel Number - vlanufacturer-` Capacity ._ Approving B] ( II? _ �; CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 4� Application Number . . . . . 03-00025604 Date 5/13/03 Property Address . . . . . . 717 MAIN ST Tenant nbr, name . . . . . . BUILD NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ----------- ------------- ------------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 526 N 11TH ST 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc PD FOR ON 25603 Sub Contractor AMELIA PLUMBING Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/13/03 Valuation . . . . 0 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL CITY OF ATLANTIC BEACH z 800 SENIINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025672 Date 5/13/03 Property Address . . . . . . 719 MAIN ST Tenant nbr, name . . . . . . 749RADON, 1901STSCG Application description . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 86920 Owner Contractor -------------------- ---- ------------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC . 526 N 11TH AVE 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 -------------------------------------------------- -------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc PD FOR ON 25670 Sub Contractor AMELIA PLUMBING Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/13/03 Valuation . . . . 0 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ;a r tSS CITY OF ATLANTIC BEACH - J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 611 Application Number . . . . . 03-00025604 Date 4/25/03 Property Address . . . . 717 MAIN ST Tenant nbr, name . . . . . . BUILD NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ------------------------ ------------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 265 3RD STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 200AMP, 1PH, 3W, 240V,ALUM. Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION O TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20 VT IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANT�C BEACH ORDINANCES. &MASTELECTRICAL CONTRACTOR: 9 C&— MASTER ER ELECTRICIANS SIGNATURE: C� OWNER OF PROPERTY: 1v— 14 JOB ADDRESS: 717 A RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEWV) INCREASE( ) REPAIR CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES SWITCH OR BREAKER c20 0 AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30A11S 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. ; KVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Reviged 01/17101 1, I 6 t 5 I 4 i IN ,x I - LuI I 3z i I 2 I w F I I I on ec GN G n s s stud to �ru5 0Atg:00 G1 eet�°n ©oua�e �°nn gEN BUGNES PR0 Stud t onne�t,On 4 CG 16 .r ° N pate G SP Goran fp`cp" 5P U�ter, R��tnt tel 4-13d°om. (2� t v,NV 'truss Left 9g�o _ a+`trussee t°Uai p 1112"• oe Arid X 06p -- � ach bearing P°��� t 2, °.c)Nasi With 12- 41g5# P1 P2 e 3 c6 00 � F studs thin lunaet trusses a ��15 Uplift CaPao�� P p1NERs /� stall o l21 N° sp ad`s• 432 Plf°r a5 a adM'• 124 ,N MaM µ s30 Uplift N N-�S3O is Md,sated' late at 32rr O.G.ot p0# where 1e P GaPac�hJ 1D Ub SpH4 at sill ..nd do 12 Uplift VES .fyploal. R� BEACN a acs<j aQ 'MSS U p.N l G, Of ATLANTIC .5A UPIi�'C P ON Of equal� gUiLDIN� OFFICE N2 s ave sl iPs Q 203 i1 oonnectoc 904 2�0-43g7 rtr[aa r MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re:6499 Telephone 314/434-1200 Durham/fAmS Duplex Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: 13559952 thru I3559965 My license renewal date for the state of Florida is February 28, 2003. July 25,2002 j' Rea y e seal these drawings indicate acceptance of professional engineering responsibility solely for the truss co ponents shown. The suitability and use of this component for any particular building is the respo bility of the building designer,per ANSI/TPI-1995 Sec. 2. MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re:6499 Telephone 314/434-1200 Durham/Stuck Duplex Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: 13559952 thru I3559965 My license renewal date for the state of Florida is February 28,2003. % 5RED S. Iy4 4r .: '.V No.49682• S-rATF OFAi Z WJuly 25,2002 wa al on these drawings indicate acceptance of professional engineering responsibility solely for the ss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. L65499 ruesss�ype ty P y urham tuc Duplex 13559952 A01 ROOF TRUSS 12 1to tional) ere rues g., oo Ine, s Aug 1 e n ustrles, Inc. ueJul4 age -14-0 5-9-11 11-0.13 16-4-0 21-7-3 26-10-5 32.8-0 _ 134-0-0 1.4-0 5.9.11 5-3-3 5-3-3 5-3.3 5-3-3 5.9-11 1-4-0 Scale=1:57.9 4x4= 6 6.00 12 3x4 i 3x4 1 5 7 3 x 4 3x4 1x4 Q 4 8 1x4 3 9 10 ^ 2 all 3.5x4= 15 14 13 12 3.50= 3x4= 3x8= 3x4= 3x4= 8-5-4 1"_0 24.2-12 32-8-0 _ 8-5-4 7-10-12 7-10-12 8-5-4 Plate Offsets 1, --___ LOADING Ipsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.25 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.35 14-15 >999 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.09 10 n/a BCDL 5.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 170 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1439/0-4-0, 10=1439/0-4-0 Max Horz 2=-255(load case 5) Max Uplift2=-905(load case 4), 10=-905(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16, 2-3=-2343,3-4=-2143,4-5=-2143, 5-6=-1495, 6-7=-1495,7-8=-2143,8-9=-2143,9-10=-2343, 10-11=16 BOT CHORD 2-15=2077, 14-15=1723, 13-14=1723, 12-13=1723, 10-12=2077 WEBS 3-15=-232,5-15=454,5-14=-561, 6-14=1053,7-14=-561,7-12=454, 9-12=-232 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,condition 11 partially enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 905 Ib uplift at joint 2 and 905 Ib uplift at joint 10. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)This truss design conforms with Florida Building Code 2001, based on parameters indicated. REDO, LOAD CASE(5) Standard t f *� V No. 41J:682 �.. •O STATE OF -. 0 ' FLG::10�'•. �III ltlilt► July 25,2002 A WARIONG-verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual buBdIng component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the buliding designer.For general guidance regording labilcoWn,quality control,storage,delivery,erection and bracing,consult QST-aa Quality Standard.1351.89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation ova9Plate able from Truss Institute.583 D'Onofrlo Drive,Madison,WI 53719. Job russ Truss Type Qty Ply urham/ tuck uplex 6499 A02 MOD. QUEEN 2 1 (o tionap 13559953 Builders Truss Mfg.,Woodbine,GAR1 s Jul 16 2002 MiTekIndustries, Inc. Mon Jul 22 1 age -14-0 6-2-14 11-3-7 16-4-0 21-4-9 26-5-2 32-8-0 34-0-0 1.4-0 6-2-14 5-0-9 5-0-9 5-0-9 5-0-9 6-2-14 1-" 4x4= Scale=1:63.2 3x4- 7 6.00 Fl2 1x4 II 1x4 II P- 5 1x4 II 1x4 II 3x4 i1x4 11 6 1x73x4 i 1x4\\ 41x4 II 411 3x43x6% 1.5x4 I3x431 II 1.5x4 1 .,/21x412 01 qT 0 4x8= 1x4 II 1x4 11 18 1x4 If 1x4 11 17 16 15 14 4x8— 3x4= 3x4= 3x8= 1x4 II 3x4= 1x4 11 3x4= 8-9-3 16-4-0 23-10.13 32$-0 8-9.3 7.6-13 7-6-13 8-9-3 late sets [8:0-1-4,0-5- 11: LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.26 16-18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.37 16-18 >999 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.09 12 n/a BCDL 5.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 235 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1440/0-3-8, 12=1440/0-3-8 Max Horz 2=-246(load case 5) Max Uplift2=-906(load case 4), 12=-906lload case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-2531,3-4=-2531, 4-5=-2299, 5-6=-2299, 6-7=-1562, 7-8=-1539,8-9=-1539, 9-10=-2209, 10-11=-2209, 11.12=-2431, 12-13=16 BOT CHORD 2-18=2303, 17-18=1820, 16-17=1820, 15-16=1766, 14-15=1766, 12-14=2182 WEBS 4-18=-359,6-18=556, 6-16=-616, 7-16=1079, 9-16=-547, 9-14=506, 11-14=-299 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,condition II partially enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 906 lb uplift`at j4igty2inp 906 Ib uplift at joint 12. %r, 1 6)This truss has been designed with ANSI/TPl 1-1995 criteria. ` ♦ `� 5• REQt� ��� 7)This truss design conforms with Florida Building Code 2001, based on parameters indicated. % -1� •' SI F1 ' • �'��% LOAD CASE �Q� S) Standard w No. 49682 410 4 ' STATE OF 4W. ANAL'IJ- 01�rrrrt����� July 25,2002 A WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r..® Design valid tot use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Brocing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction k the responsibility of the erector.Additional permanent bracing of the overall structure k the iesponslbff"y of the building designer.For general guidance regarding fabrication,quality control•storage,delivery,erection and bracing,consult OST-88 Qualify Standard,DSI-89 tracing Spectflcaflom and HIB-91 MiTek® Handling installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drlve,Modkon,WIW719. Job russ russ ype ty y ur am tuck Duplex 13559954 6499 A03 ROOF TRUSS 12 1 _ (o tions)) ur ers russ g., Woodbine, A 1 1 - 1 s Jul 1 r e Mal) Inc. Mon Jul 1 age -1.4-0 7-3-4 14-M _ 20-8-12 28-0-0 29:-0 1-4-0 7-3-4 6-8-12 6-8-12 7-3-4 1-4-0 Scale=1:52.2 4x4= 6.00 r12 5 3x4 i 3x4 1x4\\ 4 81x4 7 3 I 1 1 8 2 � 9 o1l0 I 30= 12 11 10 3x4= 3x4= 3x4= 3x4= i 9.6-3 18.5-13 28-M 8-11.11 9-6-0 t LOADING fpsf) SPACING 2-0 0 CSI DEFL in floc) I/deft PLATES GRIP i TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.27 10-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.40 10-12 >833 BCLL 10.0 Rep Stress Incr YES WB 0.52 HorziTL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 129 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 2=124310-4-0,8=1243/0-4-0 Max Horz 2=224(load case 4) Max Uplift 2=-790Uoad case 4),8=-790(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16, 2-3=-1810,3-4=-1611,4-5=-1611, 5-6=-1611, 6-7=-1611, 7-8=-1810,8-9=16 ` BOT CHORD 2-12=1608, 11-12=1099, 10-11=1099, 8-10=1608 fl WEBS 3-12=-311,5-12=636, 5-10=636,7-10=-311 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level,using 6.0 psi top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition 11 partially enclosed building,with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 790 Ib uplift at joint 2 and 790 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) Standard of No. 49662 • STATE OF 0.h�.' 'c40RID '• ki o J S -S � G . �'i July 25,2002 AIRARMNQ.VerVy design parameters and REM NOTES ON TWS AND REVERSE SIRE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and k tot an Individual building component to be Installed and boded verlbalty. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the iesponstbinty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the buBding designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult OST-68 Quality Standard.OSI-69 Bracing specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation ovaltobb from Truss Plate Institute,6113 D'Onotrb Drive.Madison.WI 53719. Job Truss russ Type ty ly urham tuck Duplex 13559955 6499 A04 DROP TC GABLE 2 1 to tional) ui ens russ g.,Woodbine, A 4. 1 s u r e n ustries, Inc. Mon Jul 22 16:05:37 2002 Page 1 -1-4-0 14-M _ 26-0-0 29-4-0 1.4-0 14-M 14-M 1-4-0 Scale=1:50.7 4x4= 9 g 10 i 6.00 F12 7 11 6 12 5 13 3x4% 4 14 3x4 3 15 2 16 �1 i7jo 0 4x4= 29 28 27 26 25 24 2322 21 20 19 18 4x4= 3x4= 3x4= 28-M 28-0-0 Plate Offsets [2:0-0-0,0-2-01, e, 11-6:�-0- - -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP j TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 1 >999 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 16 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=224/28-0-0, 16=224/28-0-0, 23=15/28-0-0, 24=175/28-0-0, 25=171/28-0-0, 26=165/28-0-0, 27=181/28-0-0,28=1 18/28-0-0, 29=302/28-0-0, 22=156/28-0-0, 21=166/28-0-0, 20=180/28-0-0, 19=118/28-0-0, 18=302/28-0-0 Max Horz 2=-215(load case 5) Max Uplift2=-128(load case 4), 16=-162(load case 5), 25=-I44(load case 4), 26=-158(load case 4), 27=-159(load case 4),28=-132(load case 4), 29=-223(load case 4), 22=-144(load case 5), 21=-I59(load case 5),20=-159(load case 5), 19=-129(load case 5), 18=-232(load case 5) Max Grav 2=225(load case 6), 16=225(load case 7), 23=15(load case 6),24=185(load case 5), 25=174(load case 6),26=165(load case 1), 27=181(load case 6), 28=1 18(load case 1), 29=302(load case 6), 22=160(load case 7), 21=166(load case 1),20=180(load case 7), 19=11811oad case 1), 18=302(load case 7) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=31, 2-3=-23,3-4=64,4-5=27, 5-6=40, 6-7=37, 7-8=37, 8-9=37,9-10=37, 10-11=37, 11-12=-12 i 12-13=40, 13-14=-21, 14-15=64, 15-16=-23, 16-17=31 BOT CHORD 2-29=-12, 28-29=-12, 27-28=-12, 26-27=-12, 25-26=-12, 24-25=-12, 23-24=-12,22-23=-12, 21-22=-12, 20-21=-12, 19-20=-12, 18-19=-12, 16-18=-12 WEBS 9-24=-118,8-25=-109, 7-26=-106, 6-27=-114, 5-28=-80, 4-29=-190, 10-22=-109, 11-21=-106, 12-20=-114, 13-19=-80, 14-18=-190 I NOTES (9) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,con>�itt irl I+ I T partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist,they are not dV1 t1 to / wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The`�berl§OLR�D�! increase is 1.60,and the plate grip increase is 1.60 % 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to th,.% sep.Mrr4k'"•.• 4.4 � "Standard Gable End Detail" ` •�S�FjC ✓C 4)All plates are 1x4 M1120 unless otherwise indicated. •Q 5)Gable requires continuous bottom chord bearing. G�`' •' 6)Gable studs spaced at 2-0-0 oc. : NO, 4915U •: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 Ib epl*aijoint 2, 162 In uplift at joint 16, 144 Ib uplift at joint 25, 158 lb uplift at joint 26, 159 Ib uplift at joint 27, 132 Ib u$lift anoint 28,227116 uplift at joint 29, 144 Ib uplift at joint 22, 159 lb uplift at joint 21, 159 Ib uplift at joint 20, 129 Ib uplifjdt pint 1 and 232 Ib uplift at joint 18. TATE OF t� 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9)This truss design conforms with Florida Building Code 2001,based on parameters indicated. i 0.� R OR10 , P LOAD CASE(S) Standard J* "9/,ONA1- July 25,2002 AWARMNG-Ver(fg design parameters and READ NOTES ON THIS AND REVERSE SIDS BEFORE USE. Design valid lot use only with MRek connectors.This design is based only upon parameters shown,and is for an IndfAdual building component to be Installed and loaded vertically. ApplIcablllty of design parameters and proper Inco,poration of component is responsibility of building designer-not truss designs,.Bracing shown is for loletal support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent b,acing of the overall structure is the msponsibBBy of the building designer.For genial guidance regarding tabrloatlon,quality conhol,storage,delivery,erection and bracing,consu8 OST-6a Quality Standard,DSI-89 tracing Spectfloatlon,and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available Isom Truss Plate Institute,583 D'Onofrlo Drlve,Madison,WI 53719, Job russ truss Type ty ly urham/ tuck up ex --...... 6499 801 ROOF TRUSS 20 1 13559956 (optional) Builders Truss Mfg.,Woodbine, A 4. 1 s u Mi ek Industries, Inc. Mon Jul 22 16-.-W-M-2=2-Page 1 •1.4-0 T __ 4-10-12 9-3-0 13-7-5 18-4-0 1-4-0 4-10-12 4-4-4 4-0r4 4-6-11 4x4= Scale=1 34 6 4 6.00 F12 1x4 1x4 i 3 5 2 6 + IN R 'O t I 3x4= 7 ' 3x4= 3x8= 111.4-0 93 0 9-1-0 Plate Offsets ,Y): LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.17 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.25 2-7 >847 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 6 n/a BCDL 5.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight:81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-11-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=753/0-2-0, 2=843/0-8-0 Max Horz 2=177(load case 4) Max Uplift6=-440(load case 5), 2=-5620oad case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16, 2-3=-1042,3-4=-808,4-5=-808, 5-6=-1050 BOT CHORD 2-7=914, 6-7=925 WEBS 3-7=-217,4-7=479, 5-7=-229 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building,with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 440 Ib uplift at joint 6 and 562 Ib + uplift at joint 2. `�f,l t t t f• ! 5)This truss has been designed with ANSI/TPI 1-1995 criteria. `% S• RSD�"I.- 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. ` �A ,Y'� ,� i LOAD CASE(S) Standard 111•G�¢ IFI C�Tt<` No.49682 -_ STA"f£GF: t July 25,2002 A WARMNG-Ver{jy design parameters and READ NOTES ONTffi9 AND REVERSE SEDC BEFORE USE. rim® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. AppilcoblNty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and NIB-91 M iTek® Handling Installing and Bracing Recommendation availoblo from Truss Plate Institute,593 D'Onotrlo Drive,Madison,WI53719. Job russ Truss Type Qty ly urham/ tuck uplex 6499 B02 DROP TC GABLE 2 t 13559957 (optional) Builders russ g., Woodbine, A 1 IS69 4.201 SRI s Jul 16 2002 MiTek Industries,Inc. Mon Jul 22 1 39 2002 Page 1 -1-4-0 r 9-3-0 _ 18.4-0 1-4-0 9-3-0 9-1-0 Scale=1:33.8 4x4= 7 ix4 I 1x4 II 6 8.00 12 8 1x4 II \ 1x4 II 5 9 3x4 i 4 1x4 II 1x4 II 10 3 2 11 Iv d 4x4 lb 3x4 3x4 -. 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 18-4-0 18-4-0 ate Offsets( ,Y): TT-0-0-0,0-2-01, e - T- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.01 1 >999 BCLL 10.0 i Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 11 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=210118-4-0, 11=95/18-4-0, 15=158/18-4-0, 16=173/18-4-0, 17=148118-4-0, 18=238/18-4-0, 14=174/18-4-0, 13=146/18-4-0, 12=235/18-4-0 Max Horz 2=169(load case 4) Max Uplift2=-1 58(load case 4), 11=-21(load case 5), 16=-152(load case 4), 17=-154(load case 4), 18=-172(load case 4), 14=-155(load case 5), 13=-137(load case 5), 12=-215(1oad case 5) Max Grav 2=210(load case 1), 11=95(load case 1), 15=158(load case 1), 16=178(load case 6), 17=148(load case 1), 18=238(load case 1), 14=17911oad case 7), 13=146(load case 1), 12=235(load case 7) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=31, 2-3=-39, 3-4=32;4-5=-36, 5-6=17, 6-7=16, 7-8=-33,8-9=-31, 9-10=-36, 10-11=-36 BOTCHORD 2-18=7, 17-18=7, 16-17=7, 15-16=7, 14-15=7, 13-14=7, 12-13=7, 11-12=7 WEBS 7-15=-99, 6-16=-110, 5-17=-99,4-18=-150, 8-14=-111,9-13=-96, 10-12=-144 NOTES (8) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. t B C t 6)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 158 Ib uplift at j iglQ 21 I�C its uplift at joint 11, 152 Ib uplift at joint 16, 154 Ib uplift at joint 17, 172 Ib uplift at joint 18, 155 Ib uplift at jp�t44SIJ1hf+�/�_ uplift at joint 13 and 215 Ib uplift at joint 12. ♦ ,9w-; 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)This truss design conforms with Florida Building Code 2001, based on parameters indicated. •'••�'Ti FIC C9 :•Gtr q),'••, � . LOAD CASE(S) Standard _ No.49082 F/i'E ^E �- `s/OVtii„E�G� July 25,2002 AWARNINO-Verijy deafgn parameter.and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. .s.® Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability durIng construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponslbBBy of the building designer.For general guidance M1 regarding fabrication,quality control,storage,dalNery,erection and bracing,consull CST-86 Quality Standard,DSB-89 Bracing Speolfleatkx%and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrlo Drtve,Madison,WI 53719. 70-F- ^Truss russyam- Oty 1�fy �6urhaml tuc uplex 6499 B03 MONO TRUSS 6 I 13559958 t to tionaq Builders russ Mfg., Woo rne, A 1 --�d, s u 20tS�Mi OR ndustnes, Inc. MonJulage 1 1 1.4-0 i 6-0-0 --- 1-4-0 6-0-0 1.5x4 11 Scale=1:21.0 3 6.00 rl2 2 1 -- 4 2x4= 1.5x4 11 i 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.04 2.4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.06 2.4 >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 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=320/0-3-8,4=240/Mechanical Max Harz 2=289(load case 4) Max Uplift2=-212(load case 4),4=-225(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16, 2-3=0,3-4=-154 BOT CHORD 2-4=0 NOTES (5-6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,condition 11 partially enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 Ib uplift at joint 2 and 225 Ib uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss intersecting at joint 4 to be connected with Simpson HUS26(SYP/DF 1.25Dn 1.33Up)or equivalent. This connection supports a maximum download of 3205 Ib and a maximum uplift of 1550 Ib. Follow Simpson installation recommendations for hanger connection. LOAD.CASE(S) Standard , t 1 1 1 1 I/ ` •'�•1FI•�,�' ' < G No.49sa2� ' 'b STATE OF • �� •,1�� .� SAOE� �� NA; � % July 25,2002 AWARNING-VerVy dsrign parameters and READ NOTES ONTH1S AND REVERSE SIDE BEFORE USE. Design vatd for use only wMh MlTek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded veriloapy. APPIIcablilty of design parameters and propel Incorporation of component Is responsibility of building designer-not truss designer.Siccing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsiblltty of the erector.Additional permanent bracing of the overall structure ir the iesponslbplty of the building designer.roc general guidance regarding fabrication,quality coniroL storage,delivery,erection and bracing,consult CST-815 Quality Standard,DSS-119{racing Speclflcatlon,and HIB-91 M iTek® Handling Installing and trocing Recommendatlon available Irom Truss Plate Instttute,583 D'Onofrlo Drive,Madison,WI 53719. Job russ russyfi pe Qty ly urham/Stuck Duplex 13559959 6499 FO1 FLOOR 28 1 (optional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SRI s Jul 16 2002 MiTek Industries,Inc. Mon Jul 22 16:05:40 age 1-3-0 1-9-4 I Scale=1:27.2 3.5x4= 1x3= 3x3= 3x3= 1x3 II 3x3= 3x3= 3x3= 3.54= 1 2 3 4 5 6 7 $ 4 4 16 15 14 13 12 11 10 3x3= 3.5x4= 3x3= 3x3= 1x3 II 3x3= 3x3= 3.5x4= 3x3 II 6-7-8 _ 8.4-12 16-3.4 i 163-4 Plate Offsets e, d e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.20 12-13 >953 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.28 12-13 >698 BCLL 0.0 Rep Stress Incr YES WS 0.47 Horz(TL) 0.05 9 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 480 Weight:85 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 17=875/0-3-8, 9=881/0-3-8 FORCES(Ib)-First Load Case Only TOP CHORD 17-18=-872, 1-18=-871, 8-9=-875, 1-2=-881, 2-3=-2107,3-4=-2879,4-5=-2879,5-6=-2761, 6-7=-2125,7-8=-874 BOT CHORD 16-17=45, 15-16=1650, 14-15=2560, 13-14=2879, 12-13=2879, 11-12=2582, 10-11=1646, 9-10=0 WEBS 8-10=1164, 1-16=1137, 7-10=-1074, 2-16=-1068, 7-11=665,2-15=636,6-11=-635,3-15=-631, 6-12=250,3-14=433,5-12=-160, 4-14=-210, 5-13=-71 NOTES (5-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1.1995 criteria. 3)Recommend 2x6 strongbacks,on edge,'spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6)Truss intersecting at joint 9 to be connected with Simpson THA422(SYP/DF 1.00Dn 1.33Up)or equivalent. This connection supports a maximum download of 1850 Ib and a maximum uplift of(not applicable)Ib. Follow Simpson installation recommendations for hanger connection. LOAD CASE(S) Standard Gam; c'q�'• No. 49582 STATE OF 1� FS, •......••' G\ SiONAL i July 25,2002 A WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsiblitty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibNty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,efection and bracing,consult CST-aa Quality Standard,DSO-89 Bracing Specification,and MIB-91 M iTek® Handling Installing and Bracing Recommendation available from truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Job Truss Truss Type Qty P y Durham/ tuck Duplex 6499 F03 FLOOR 8 1 13559960 (optional) Builders Truss Mfg.,Woodbine,G—A—STS69 4.201 S1 s ul 1 1 ek n ustraes,Inc. Mon Jul 22 1 :41 age 1-3-0—� 1—" Scale=1:22.4 3x4= 3x4= 1x3= 3x3= 3x3= 1x3 II 3x3= 3x3= 1x3= 1 2 3 4 5 6 7 1 1 4 v 14 13 12 11 10 9 3x3= 3x4= 3x3= 1x3 II 3x3= 3x3= 3x4 - 3x3— i 54-8 6-10.8 13.6-0 13-6-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.10 10-11 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.14 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 480 Weight: 71 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 15=723/0-3-8,8=723/0-3-8 FORCES(Ib►-First Load Case Only TOP CHORD 15-16=-719, 1-16=-718,8-17=-716, 7-17=-715, 1-2=-705, 2-3=-1631,3-4=-1964,4-5=-1964, 5-6=-1636, 6-7=-703 BOT CHORD 14-15=37, 13-14=1316, 12-13=1964, 11-12=1964, 10-11=1911, 9-10=1321,8-9=37 WEBS 7-9=906, 1-14=908,6-9=-859, 2-14=-849, 6-10=438,2-13=439,5-10=-383,3-13=-453, 5-11=72,3-12=57,4-11=-62 NOTES (4) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard ``111itrrl�� OF F`sS MA�-rG �% July 25,2002 WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE, Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsiblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit CS7-88 Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrlo Drive,Madison,WI 53719. Joh Truss Truss Type ty ly urham c tuc Duplex 13559961 6499 Fd4 FLOOR 2 1 (optional) �uflders russ g.,Woodbine, 1 1 1 s ul 1ATek Industries,Inc. Mon Jul 22 16:05:41 2002 Page 1 i 1-3-0 10-4 Scale=1:20.6 I I 3x4= 1x3= 3x3= 3x3= 3x3= 3x4= 1 2 3 43x3= 5 61x3= I j 1b 1 i 4 � I Y II 13 12 11 10 9 8 3x3= 3x4= 3x3= 1x3 11 1x3 II 3x3= 3x4= 3x3= I it 5.4-8 7-0-12 12.5-4 125.4 Plate Offsets ge LOADING (psf) SPACING 2-0-0 CSI DEFL in (Loc) I/deft PLATES GRIP I TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.06 10-11 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.09 10-11 >999 i BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 7 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight:65 Ib I-- LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j REACTIONS(Ib/size) 14=664/0-3-8,7=664/0-3-8 I FORCES (Ib)-First Load Case Only TOP CHORD 14-15=-660, 1-15=-659, 7-16=-660, 6-16=-659, 1-2=-640, 2-3=-1441, 3-4=-1677,4-5=-1441,5-6=-640 BOT CHORD 13-14=34, 12-13=1195, 11-12=1677, 10-11=1677, 9-10=1677, 8-9=1195,7-8=34 WEBS 6-8=823, 1-13=823, 5-8=-772, 2-13=-772, 5-9=343, 2-12=343,4-9=-321,3-12=-321,3-11=13,4-10=13 j NOTES (4) t)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSt/TPI 1-1995 criteria. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard %1:ir1 :tJI/ •''•-cIFIC '••. ti� No. 49682�'' STATE OF a " July 25,2002 SS A WARNING-VerVy design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stabBRy during construction Is the responsibility of the erector.Additional permanent bfacing of the overall structure is the responslbBlty of the building designer.For general guidance regarding fabrl;ation,quality control,storage,delivery,erection and bracing,consult CST-83 Quality Standard,DSS-89 Bracing Specification.and HIB-91 M iTe k® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute,593 D'Onofrio Drive,Madison,WI 53719. -51177 __..,M, r.--� �.'2�eT�ti[`"b��i1R�0,ae'ri5(•.e`a�.''fM.•uri'a.+-u.l..wutif:i3w .a6S�i>fnGVM1vbY A.s.S`-� __ rTruss russ ype j ty PIy ur am/ tuck up ex )9 F05 FLOOR i 8 1 13559962 (optional) ilders Truss Mfg.,Woodbine,GA 31569 s Jul 1 2002 MiTekIndustries, Inc.- on Jul :4 age 1.3-0 1-10-4 i Scale=1:20.9 3x4= 1x3= 3x3= 34= 3x3= 3x4= 1 2 3 43x3= 5 614= 1 q i Y i I 13 12 11 10 9 8 3x3= 3x4= 3x3= 14 II 1x3 II 34= 3x4= 34= I 5.4.8 7-2-12 12-74 12.7.4 Re sets ,_De - AIDING (psf) SPACING 2-0-0 Cyt DEFL in (fact Weft PLATES GRIP LL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.06 10-11 >999 M1120 249/190 DL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.09 10-11 >999 LL 0.0 Rep Stress Incr YES WB 0.34 Horz(TLI 0.02 7 n!a 'DL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/deft - 480 Weight:66 Ib MBER BRACING IP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. IT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 4 X 2 SYP No.3 ACTIONS Iib/size) 14=673/0-3-8, 7=673/0-3-8 ACES(Ib)-First Load Case Only IP CHORD 14-15=-669, 1-15=-668,7-16=-669,6-16=-668, 1-2=-650, 2-3=-1471, 3-4=-1719,4-5=-1471,5-6=-650 IT CHORD 13-14=35, 12-13=1214, 11-12=1719, 10-11=1719, 9-10=1719, 8.9=1214, 7-8=35 EBS 6-8=837, 1-13=837,5-8=-784, 2-13=-784, 5-9=358, 2-12=358, 4-9=-337, 3-12=-337,3-11=14,4-10=14 )TES (4) This truss has been checked for unbalanced loading conditions. This truss has been designed with ANSI/TPI 1-1995 criteria. Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This truss design conforms with Florida Building Code 2001,based on parameters indicated. AD CASE(S) Standard t � 1 �`t S. R�y�� V' •'•••TIF; .'•.�'� i w No. 406 -1��• w STfrTE JE %ti's '' •..... -' ���' 'ZUly 25,2002 ,, RHINO-VerVM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. .s.® n valid ior-.use only with MITek connectors.This design is based only upon parameters shown,and it for an Individual budding component to be ad and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsd>d8y of building designer-not truss ler.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stobddy during construction it the (tp isiblllty of the erector.Adadkxlal permanent bracing of the overall structure it the responslbdBy of the budding designer.For general guldonce ling fabrication,quality control.storage,delivery,erection and bracing,consul QST."Quality Standard,DSI-89 Bracing Specification.and urs_e, - ng Installing and Bracing Recommendation available from Truss Plate Intldute.583 D'Onolrb Drive. `•"- job--T- ob Truss Truss ype ty Ply Durham/Stuck Duplex 13559963 16499 FO6 FLOOR 2 1 to tional) F�uilders runs M g., oodbine, A 1 4.201 S 1 s Jul i ek n ustries, Inc. Mon Jul age 1 li 1-3-0 1-11.0 I � 3x5= Scale=1:10.0 1 3x5= 2 1x3 II 3 1x3 11 4 i f I 4 v I 73x3= 6 3x3= 3x3 11 3x3 11 1-7-8 3-6.8 6-2-0 5-2-0 Plate Offsets 1: - - d e, [4:0-2-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.00 7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.01 6-7 >999 BCLL 0.0 Rep Stress Incr YES WS 0.13 Horz(TL) 0.00 5 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 480 Weight:30 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-2-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=270/0-8-0, 5=270/0-6-0 FORCES(lb)•First Load Case Only TOP CHORD 1-8=-264,4-5=-264, 1-2=-254, 2-3=-254, 3-4=-254 BOT CHORD 7-8=-0, 6-7=254, 5-6=0 WEBS 4-6=332, 1-7=332, 2-7=-195, 3-6=-195 NOTES (4) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed with ANSI/TPI 1-1995 criteria. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) Standard G q�• r. No- a2 NAL ��,� July 25,2002 AWARNING-VerVy design pcirarneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is tot on Individual building component to be Installed and loaded vertically. Applicabilfiy of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the iesponslblAty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit OST-68 Quality Standard,031.89 Bracing Specification,and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Piste Institute,$83 D'Onchlo Drive.Madison,WI53719. Jo :FfOl uss �Trusospe tyP y ur ami tuck Duplex16499 2 2 13559964 (optional) w ers russ ., oo bine,Z`iA 1 1 1 s u r e n ustnes, nc. on ul age 3-3-15 6-4.6 9A-13 12-5.4 15-9.4 19-1-4 21-114 24-9-4 27-7.4 i 29-10-8 325.4 3-3-15 3-0.7 3-0-7 3-0-7 3-4-0 3-4-0 2-10-0 2-10-0 2-10-0 2-3.4 2.6-12 Scale=1:56.1 3x4= 40= 3x4= 3x4= 3x7= 1x4 II 5x16= 10 II 30= 3x8= 1x4 II 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 1128 12 13 Z_--- 27 26 25 24 23 22 21 20 19 18 17 1615 14 2.5x4 It 44= 3x4 3.5x4= 3.5x8= 3x4= 1x4 II 3x8= 3x4= 1x4 II 3x8= 3x4= 1.5x4 II 3x4= I 3-3-15 __ 64.6 9.4-13 12-54 15-9-4 19-14 21.114 t 24-94 27-74 i 29-10-8 32-54 3-3-15 3.0.7 3-0-7 3-0-7 34-0 34.0 2-10-0 2-10-0 2-10-0 2-34 24.12 Plate sets - 41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (toe) Iideft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.19 25 >782 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TLI -0.26 25 26 >570 BCLL 0.0 Rep Stress Incr NO WS 0.88 Horz(TL) 0.05 17 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min Iideft = 360 Weight:309 Ib LUMBER — BRACING TOP CHORD 2 X 4 SYP No.2 'Except" TOP CHORD Sheathed or 4-4-15 oc purlins, except end verticals. 7-13 2 X 4 SYP No.21), 3.7 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 'Except' 22.27 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 'Except' 1-27 2 X 4 SYP No.2, 13-14 2 X 4 SYP No.2 1-26 2 X 4 SYP No.2 REACTIONS (lb/size) 27=2870/0-7-4. 14=-18410-6-0, 23=6179/0-4-0, 20=3772/0-4-0, 17=3106/0-8-0 Max Uplift 14=-363(load case 5) Max Grav 27=2881(load case 5), 23-6219(load case 2), 20=3895(load case 3), 17=31331load case 41 FORCES(Ib)-First Load Case Only TOP CHORD 1-27=-2709, 1-2=-6155, 2-3=-7100, 3-4=-7100,4-5=-3028, 5-6=4795, 6-7=4795,7-8=2059, 8-9-2059, 9-10=-1809, 10-11=1542, 11-28=1542, 12-28=1542, 12-13=744, 13-14=199 BOT CHORD 26-27=754, 25-26=6155,24-25=7100, 23-24=3028, 22-23=-1220, 21-22=-1220,20-21=-1220, 19-20=1809, 18.19=2125, 17-18=2125, 16-17=-744, 15-16=-744, 14-15=26 WEBS 1-26=5683, 2-26= 1913, 2-25=999,4-25=-246,4-24=-4305,5-24=1243,5-23=-8271,6-23=-2029, 7-23=-3746, 7-21=-213, 7.20=-879,8-20=-1864, 9-20=-4121, 9-19=51, 10-19=-337, 10-18=-57, 10-17=-3907, 11.17=-1217, 12-17=-878, 12-15=287, 13-15=-839 NOTES (6) 1►This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 Ib uplift at joint 14. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-4-0 oc. Bottom chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. ,�\ t' •• ` ' i Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. ��A S• • ED;V �e 4.y V- •'••StiF}c''•, r LOAD CASE(S) Standard :• '9� '• A 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 V Uniform Loads(plf) No. 49582 Vert: 1-28=-538.3, 13-28=-100.0, 14-27=-10.0 'd S T"T C'"' .� -� r `%NAL� ��% July 25,2002 A WAIWNa-ver Vy design pararnet4m and REM Noss ON TBIS Ano ItZ VWM SIDE 13"01M USE. ��® Design valid for use only with MITek connectors.this design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown it for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responslblilty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regording fabrloatlon,quality control,storage,delivery,erection and bracing,consull OST-88 Quality Standard,OSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute.583 D'Onotrlo Drive,Madison,WI 53719. :654499 russ russ ype ty y urham/ tuck Duplex 13559965 :ers F102 FLOOR 2 2 (o tional) russ g., oodbine, A 1 4. 1 s u 1 iell ndustries.Fnc. MoJulu22 age 1 2-7-0 i -- 5-2-0 —. 2-7-0 2-7-0 4x4= Scale=1:10.1 4x4 = 2 1x4 II 3 1 i - 5 US= I 2x4 II _y 2x4 II 2.7-0 5-2-0 - - t--- -- 2.7-0 2-7-0 ate Offsets -t2A-2-41, t- --- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.01 5 >999 M1120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.02 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.00 4 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight:58 Ib LUMBER _ BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-2-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 6=181510-8-0,4=1067/0-6-0 FORCES(lb)-First Load Case Only TOP CHORD 1-6=-826, 1.2=-1437, 2-3=-1437, 3-4=-826 BOT CHORD 6.7=-O,5-7=-0, 4-5=0 WEBS 1-5=1544, 2-5=-696, 3-5=1544 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed with ANSI./TPI 1-1995 criteria. 4)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6- 2 rows at 0-8-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 5)Special hanger(s)or connections) required to support concentrated load(s)883.81b down at 0-6-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(SI Standard 1)Floor:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 1-3=-250.0, 4-6=-160.0 Concentrated Loads (lb) ♦� S Vert:7=-883.8 ♦ �� •_• lP4 / ♦ / ilk S 'i,`TONAL V" `t,')uly 25,2002 A W'ARMNG-VerVy design parameters and REM NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void tot use only with MITek connectors.ink design Is based only upon parameter shown,and Is tot an individual building component to be installed and boded vertically. Applicability of design parameters and propet incotpotatlon of component is responslboy of building designer-not truss designer.Inocing shown is tot lateral support of Individual web members only.Additional temporary biocing to Insure stability during construction Is the tesponstbSgy of the etectot.Additional petmonent bracing of the overall sttuclute is the tesponslblity of the building designee.For general guidance iegonding lobticatbn,quality control,storage,delivery,election and bfacing.consult QST-66 OualMy Standard,DSI-89 tracing specification,and HII.91 M iTeke Hondling Installing and tracing Recommendation avanable tram Truss Plot*institute,363 D'Ooofrb Delve,Madison.W1 53719. UPLIFT TIE DOWN General Recommended 0-455 Simpson see 456-910 2 o Sim nn H5(see U1 911.2000 2 Simpson MTS12 see U2 Tie-Downs 20014455 SimMn MTT28B Assembly see U4 4456-8910 2 Simpson MTT288 Assemblies see U4 to 10560 2 to 4 Piy Girder contact building designer/engineer (General recommendadons only.A(temadves may be available at builder's discretion.Refer to manufacturers catalog fora/temadves.) Builder/Framer Responsibility to refer to manufacturer's catalog for complete installation guidelines. Simpson Strong—Tie INSTALL HALF OF Simpson Strong—Tie Simpson Strong—Tie U1 FASTENERS ® EACH U3 END OF STRAP 4-8d o Z �� NO END GRAIN e NAILING 1g14-8d e FAS170 � 2 (2B—Sd TOTAL ° ACT AS PER STRAP) ONE UNIT USE EVERY OTHER 11-1nd PACW cT17,AD NAIL nvLE IN A R( DRAWING CONNECTOR UPLIFT DRAWING CONNECTOR UPLIFT DRAWING CONNECTOR UPLIFT PTUHS H5 455# EACH PTUMTSIB (2) MTS12 2000# PTUCSI6 CS16 165og PER PLY Simpson Strong—Tie Simpson Strong—Tie For floor to floor connection of U4 2 story.See manufacturer INSTALL HALF OF FASTENERS 0 EACH U2 details for proper END OF STRAP GIRDER 2 PLY MIN. installation. 3/4' BOLT POST BY rND BY BUILDER BUILDER LENGTH (2 PLY MIN.) LENGTH 24-16d ::"-- TYPICAL 0 a TYPICAL CLINCH NAILS 0 000 1) DEFLECTION AT REAR ON 2 PLY i 14-10d RATED LOAD IS 0.250'. SPAN (TOTAL) DRAWING CONNECTOR UPLIFT DRAWING CONNECTOR UPLIFT PTUMTT2B MTT28B 4455# PTUMTSIA MTS12 1000 END LENGTH Provide minimum 1" end d+stance Equal number of specified nods in eoch end Simpson Strong—Tic CS16 1308 89DULL AvaNuz - WOODIIIIIINK/GKORGIA 31 S69 PHONic: (912)728-2283 - FAX: (812)728-2284 General Hanger Installation MINIMUM 2x6 THG2A, THG3A Typical Truss to Girder Connection 2X8 T. 2 PLY OR 1 PLY WITH MINIMUM SAME SIZE & GRADE SCAB FILLER BLOCK SIZE TOBACK SIDE 24" LONG FOR OPTIONAL UPLIFT CAPACITY WITH 12d 0 2" O.C. THG2A((2)) 2x6xt5'LONG THG.1 2x6x 18"LONG THG4A((4)) 2x6x23"LONG frrr DOUBLE SHEAR •?:j�, NAILING a°n�o a iii"• 7Mw�tYMy-71 Install pairs, 12" o/c along top 14-16d chord. Nail short flange of 6-16d16d Simpson Strong—Tie L70NP to side of top chord. Simpson Strong-Tie 2x8 MAXIMUM DRAWING I HANGER DOWNLOAD UPLIFT THc PTHUS266 HUS26 1 3315# 1 1550# Typical slope/skewed connection. Typical Floor Truss Connection w 22-16d �S�CSa aeaaea :g`9e�ae e a DOUBLE SHEAR \e� •p NAILING J "NOTE" o REF. ENG. FOR .oo TRUSS PLACEMENT i�� Simpson Strong-Tie Si _P slr.�g-T» TBE LSS6-t6d Simpson Strong—Tie DRAWING I HANGER DOWNLOAD UPLIFT Typical for corner jacks greater PTTHA422 THA422 1850# 1550# __ I; than 8' only. 4 Top Nails- Typical THA CL " Minimum Nailing Configuration 45 SKEW ', ANGLE =- SLOPE 2 Face Nail -- _ .__ ' ' ANGLE (4 Face Nails --- -' "�.`•`z' for THA29) Truss Chord yi 3 Joist ,h - Straight Nails (Slant Nails for THA29) Simpson Strong-Tie THJA26 Required on hip setbacks greater Simpson HUtrong-Tie Simpson Strong-Tie than 8' only. THA 1506 BXD[LL AY<Num • WOODSINK/G=ORGIA 31369 PNONSC: (912)729-2283 • FAX: (9 12)729-2284 STANDARD DROPPED GABLE END DETAIL *Refer to standard gable end detail for bracing requirments on vertical studs Horizontal member braced at 24'o.c. A _2x4 blocks toe nailed to top chord by builder(typ) T-B'Maximum LOUVER OPENING DETAIL Outlgoker(typ) ffl��, Vent opening as required NI vertical studs are 2x4 Cont.bearing Spaced at 24'o.c.(typ) VENT OPENING DETAIL See Table below Hurricane Clip Hurricane Clip 2x8 Outlooker 2x4 Outlooker Trusses jib. spaced at See taoie below J 24'o.c. 2x4 lateral bracing as Trusses spaced at +1! required 24'o.c. 2x4 lateral bracing 4'-0'to 6'-0' as required 2x4 No.2 19 SP at Nailer 24'o.c.---\, End wall End wall—' �_Furring strip or Lath Furring strip or lath MAXIMUM OUTLOOKERS EXTENSION Notes: Lumber With Plaster Without Plaster 1. Connection between bottom chord of 2x4 2x6 2x4 2x6 gable end truss and wall to be provided by project engineer or architect No.2ND 19 SP 2-8-3 3-10-11 2-10-13 4-2-9 2. Furnish copy pf this drawing to No.219 SP 2-9-15 4-0-11 3-0-12 4-4-11 contractor to for installation of No.2D 18$P 3-0-2 4-4-7 3-3-2 4-8-12 outlookers No,1ND 18 SP 3-0-2 45-6 3.3_2 4-8.11 3. Refer to standard gable end detail for bracing requirements of vertical studs No.1 19 SP 3-1-11 4-7-15 3-4-13 5-0-8 No.1D19SP 3-3-0 4-0-10 3-6-7 5-25 ND SS 19 SP 3-7-3 5-6-12 3.7-0 5-7-14 SS 19 SP 3-8-1 5-0-3 3-8-1 1 3-8-1 DSS 19 SP 3-8-13 5-10-7 3-8-13 5-10-7 1506 BEDELL Av<Nux - WOODS IN[/GEORGIA 31569 PMoNE: (912)729-2283 - FAX: (912) 729-2284 STANDARD GABLE END DETAIL Wind Speed 110 MPH,Mean roof height of 15 ft. 'Diagonal or L-Bracing Trusses at 24'o.c. Refer to table below 2x4 typ 40 112'Plywood sheating--,, � V-3"V-3"Max 12 _V Verles to common truss 2x4 Lateral bracing as A A required 3x5 End Wall Furring strip ath Cont Bearing t 3x6 SPL.OPT SPAN TO MATCH COMMON TRUSS Typical 2x4 L-Bracing nailed to Lateral Bracing Nailing Schedule 2x4 Verticals W18d nails,8"o.c. . � Vertical Height #Nail at End Vertical Stud Up to 7'-0" 2-16d 7'-0"-8'-6" 3-16d Section A-A Over 8'-6" 4-16d 0 Maximum Vertical Stud Heigth Spacing of Verticals Without Brace With Lateral Brace With L-Brace 12 Inch O.C. 5-7-2 14-3-12 10-4-14 116 Inch O.C. 5-1-0 12-4-12 9-0-8 24 Inch O.C. 4-5.4 10-1-7 8-0-0 NOTE: 1.Vertical had been checked for 110 MPH wind load, 3.Furnish copy of this drawing to contractor Mean wall height of 15 feet,and U240 DEFL.CRIT. for bracing installation. 2.Connection between bottom chord of gable end 4.Bracing shown Is for Individual truss only, truss and wag to be provided by project engineer consult building architect or engineer for or architect temporary and permanent bracing or roof system 1506 BSDzLL AveNuL - WOODSINL/G<ORGIA 31569 PHONX: (912) 729-2283 - FAX: (912)729-2284 FIELD REPAIR DETAIL OF BROKEN WEB MEMBER EXAMPLE Web:2x4,No 319 SP Force in the member=1500 lbs Allowable STR.INC-33% 1500 =5.22 use 6 nails N= 2*1 8'1.33 \ L= 23 58 +3 =27.4 use 35" B Use two 2x4 No.319 SP on each face. L L=3'-0",with 618d nails per face. Broken Section Repair Procedure NOTE:Repair only applies to single P member.Triangulated truss only(Not 1 -Apply two scabs,same size and grade as applicable to frames and attic trusses)and the broken web, nailed on each face web is only subjected to axial load. of truss w116d nails.(min#of nails is as calculated) Consult Mitek Ind.Inc.Engineering dept.for 2-Number of 16d common wire nails to be special conditions and excessive axial used on each side of broken section force. per face. 3-Scab lenght to be long enough to prevent _ P splitting of web member or scab.We N 2-(Nail value)*(1+STR. INC) Recommend a minimum of 8 square N: Number of nails inches ber nail. Nails to be uniformly P:Axial force of member, In Ibs distributed with(+1-)3/4" edge distance. Nail Value: 108#for DF-L&SP Minimum length is 3'-0" 92#for HF&SPF. STR. INC. : Stress Increase. L_ ((#of sides)'(#of nails)'(Sq. In/nail)} +B Width of lumber B=Lenght of crack, along web; L= Lenght of scab 1506 BlDELL AVSN17= • WOODOIN[/G[ORGIA 31569 PHONt: (912)729-2283 • FAX: (9 12)729-2284 STANDARD ROOF VALLEY DETAIL See note(a) 4x4 Support 2x3(typ) Trusses 3x3 5 x8 spl(typ) 3x6 sPl(typ) Supporting Trusses at 2'-0"o.c. max. Notes: (a)Provide continuous bracing on vertical over 6'-3". Connect bracing to verticals with 2-8d nails and Valley Trusses Valle Area bracing must be tied to a fixed point at each end. Y (b)Max spacing for studs in trusses under 24'-0"span is 4'-0"o.c.Over 24'-0"span studs should be spaced at 6'-0"ac. max. Partial Roof Plan (c)Maximum span of a valley truss without vertical studs is 6-0" Supporting truss Valley trusses at 2'-0"o.c.max Common Trusses 6"wedge nailed to truss with 2-8d toe nails or field bevel cut botom chord of valley truss 1506 BKOELL AvsNut • WOODRIN[/GKOROIA 31869 PHONs: (912)729-2283 • FAX: (912)729-2284 ADDITIONAL LAYOUT NOTES READ AND COMPREHEND ALL DOCUMENTS FOUND IN JOB PACKET(PLASTIC BAG) BEFORE ERECTING ANY TRUSSES. Verify that dimensional information shown on layout is correct before attempting to erect trusses.If not;contact manufacturer before proceeding. Truss design is based on a placement of trusses which is consistent with the accompanying layout.Failure to erect trusses in compliance with this layout and the notes hereon may result in unsafe and libelous conditions.Call truss manufacturer before making any modifications. Engineered wood trusses always require various forms of temporary bracing during installation to prevent toppling and an ensuing domino like effect.It is entirely and finally,the responsibility of the erection contractor.To determine the propriety of bracing to be used.The contractor should refer to"hib-41 summary sheet"(provided)for assistance.Specifying the erection bracing is beyond the scope responsibility of truss manufacturer. To reduce the number of unique pieces,some short iycks may have been built the same as longer jacks.Field trim jacks to fit!! When reading dimensions on papers relative to his job,always consider the length to have three(3)parts...feet,inches&sixteenths.Examples:67"12 would mean,6 ft,7 and 12/16 inches,or 6 ft,7 and 3/,inches.In case where there are no fractions of inches,only feet and whole inches are shown,rather than display zero sixteenths. Bottom cord fillers(if required)have been designed to give builder maximum field flexibility.If filler is factory installed,square end target is the center of the wall.Builder must field install vertical scab to assure perfect alignment with partition wall.If filler is fabricated as a separate"frame,"trusses should first be erected,then the high end of the filler should be aligned with the partition wall then"lap"nailed to the face of the trusses. Unless specifically engineered,none of these trusses have been designed to carry additional hvac loads.It is the responsibility of the building contractor to provide any additional support required. If girder(s)consisting of more than one ply are required,they have been delivered as individual trusses.It is the responsibility of the building contractor to fasten girder plies together as shown on the engineered drawing(s)which have been provided in the same packet as the layout. If trusses have been delivered which require the attachment of bearing block(s)and/or scab(s),it is the responsibility of the building contractor to attach them as shown on the engineered drawings which have been provided in the same packet as the layout. If valley trusses have been provided,bottom chords do not required beveling!Refer to the various detail drawings and engineered drawings(provided) for proper installation. If conventional overframing(valley or otherwise)is required,it is the responsibility contractor to distribute the overframing loads uniformly to the supporting trusses below.Refer to the detail drawing(s)provided for recommendations.Note that pre-cut conventional valleys(valley rafter sets[vrs]) Are conventional overframing. Refer to engineered drawing(provided with layout)to determine if trusses have been delivered which are designed to bear and/or support additional loads at specific locations.Particular care is advised during installation to ensure that these trusses are erected properly.Shim all supports to solid bearing. Trusses may not be symmetrical. 1306 BcoaL.L AvsHum - WOODS INC/GICORGIA 31569 PHomz: (9 12)729-2283 - FAX: (912) 729-2284 ST - PB05 MiTek Industries,Inc. O 'March 3, 2000 Page 1 of 1 PIGGYBACK TRUSS CONNECTION DETAIL THIS CONNECTION DETAIL SHALL ONLY APPLY TO PIGGYBACK SPANS< 12' PIGGYBACK TRUSS ROOF SHEATHING TO BE CONTINUOUS OVER JOINT. ATTACH PIGGYBACK TRUSS TO H WIT (SHEATHING TO OVERLAP 2- 16d NAILS EACH PURLIN LIN WITLED. MINIMUM OF 12" OVER JOINT) SPACE PURLINS ACCORDING TO THE MAXIMU SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2- 16d NAILS. i Li ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2- 16d NAILS. NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. BASE TRUSS JUL 2 3 2001 - AwARxnva-verM design paransecers and READ NOTES ON THIS AND REVrJt=SIDE BEFORe use. Design void for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertbolly. Applicability of design parameters and proper incorporation of component is responsiblirly of building designer-not truss designer.bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stablgfy during construction is the responsibility of the erecta.Additional permanent bracing of the overall structure Is the responsbWty of the building designer.For general guidance regording fabrication,quality control,storage,delvery,erection and b iocing,consulf OST-les Quality Standard,DSB-89 bracing SpecMlcarion,and 1,13-91 Hand"Installing and Srocing Recommendation avolbble from Truss Plate Instbule,583 D'Onofrb Drive,Madison,W1 537M CVs � w ST-PB02 MiTek Industries,Inc. AUGUST 29, 2000 Page 1 of 1 PIGGYBACK TRUSS CONNECTION DETAIL PIGGYBACK TRUSS 2 x_x 6'-0"SIZE TO MATCH TOP CHORD OF PIGGYBACK. ATTACH PIGGYBACK TRUSS TO ATTACHED TO ONE FACE OF TOP EACH PURLIN WITH CHORD WITH 2 ROWS OF 1 Od NAILS 2-16d NAILS TOENAILED. SPACED 6"O.C.AND STAGGERED SPACE PURLINS ACCORDING TO THE MAXIMUfNv SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2- 16d NAILS. i0 Ir-11 r 1. J ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2- 16d NAILS. NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. BASE TRUSS JUL 2 3 2001 QwwxvNa-ver(/y deeiyn parwwtere and Pawn mons oit Tws Am mvaxsc srna JBzmRs use. sem® Design void lot use only.with Mffek connectors.This design It based only upon parameters shown,and h for on Individual building component to be Installed and loaded vertiraRy. Applicability of design parameters and proper Incorporation of component Is iesponsblItty of building designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary biockrg to Insure stability during construction is the iesponsbBlty of the erector.Additional permanent bracing of the overall structure is the iesponslblitty of the building designer.For general guidance regarding fabrbatbn.quality control,storage.delivery,erection and bracing,consult OST-511 Quality Standard,DSS-39 tracing Speciflcatbn,and Hlt-91 MiTek® Handling Installing and gracingb Recommendallon available from Truss Plate Institute,583 D'OnonDrive,Madison,WI 53719. S 1 A_ NUANU* LA I LNAL Wtb bNHUNU PREPARED BY UTAMI MICE r TRUSSES ® 24 O.C. TYP.� 1x4 or 20 LATERAL BRACE PER TRUSS DESIGN WITH 2-10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X-BRACING AT 20'-0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10'—D" FOR FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. SHALL BE, CONNECTED A FIXED LATERAL BRACING DETAIL RIGID POINT OR X—BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL �— TRUSSES ® 24" Nailing Pattern 0.C. TYP. T-Brace Site Nail Size INailSpacing 1x4 10d 8" ox. 2x4 16d 8"ox. T-BRACE SAME GRADE AS WEB Note: Nail along entire length of T-Brace (Each Ply) T-Brace Size # Of Plys 1 T 2 Rows of Bracing NOTE: Web Size 1 2 1 2 BRACE MUST BE 90% THE LENGTH OF THE WEB. 2x4 1x4 2x4 2x4 2x4 THIS DETAIL IS TO BE USED AS AN 2X6 1X6 2X6 2x6 2x6 ALTERNATE FOR CONTINUOUS LATERAL F 2x82X8 2X8 2X8 2X8 BRACING. F 11NIMUM GRADE .OF LUMBER TPI-9.5 Crit. REFER TO SEPERATE N A. It,, rn ENGINEERING DWG. O •""' 3•b- Revised: cc,9 a 'ebs 2/6/97 �� o E� ,�•Q,�IF,C,gT. •V tn: �' OADINGPSF No.36245 co: . L � D) STR. INCR.: TA -OP DRAWN BY: G.L.H. 30TTOM CHECKED BY:J.A.I. Fi•..••.,•.•'; , cpAriwr.•g4 In n r_ REP. STRESS:YES MiTek Industries Inc. Approve J 71011 CORNER SET PREPARED BT KAM GFnm 3'(1' mD 70P CHORD CONNECTION; CORNER JACK 7V JACKS - 9,10-0 NAILS COMMON JACK 5S3' JACKS - 4,8-0 NAILS. 2 COM 3'0' & 1'0• JACKS - 2,8-0 NAILS U 12 MIN. P - 2.s51 j MAX. P - 6.5 ul i m ' 3X9 3 2x6 STD. FEEL HT, t1AX.-- I - �.._. 1 BOTTOM CHORD CONNECTION: 7'8' JAllKS 316' M%x 2,,8-0 NAILS COMMON JACKS PARTIAL ROOF LAYOUT DOUBLE BEVEL. CUT AT THE END OF TOP AND BOTTOM CHORDS. 2 OPTIONAL- 2X3 16.97 VERT. P1 2X3 _ 1 4,16-0 NAILS 3X4 ' OVERMAN✓ VARIES 4-11-6 4-11-6 9-10-12 CORNER JACK No. 36205 NOTE, 'TH;S DESIGN MAS BEEN d-CCKEO FOR lie MPH Wlhr, LOAD, W&LL HT IS G7 MAx. �A Pfi0VI0e' POR LMLJrT AT 5EARING MALL CONNECTIGN& 150 LBS AT COMMON TACKS b 790 '-BS AT CORrER JAC FC•.• �•:�Q MINIMUM GRADE OF: LUMBER T.C. 2X4 No.2 19 SP TPI- 95 Crit. l.___�_ _J L �L_J B.G. 2X4 No-2 19 SP SSEC-91 Webs 2X4 No-3 19 SP � Q� MAR 0 j WU6 o r� LOADING L(PSF D STR. INCR. : 25 i (� TOP 20 10 DRAWN BY TAN BOTTOM 0 10 CHECKED BY : JAI N SPACING 24' O.C. REP. STRESS: NO t7Ck Indussr?es Inc. App;owed For MSTek InotJs-ic l�'S + + Ti=Tt;L PHGE.01 +t ROOF GIRDER DETAIL ROOF GIRDER DETAIL 2 PLY OR I PLY WITH SAME SIZE 8 GRADE SCAB TO BACK SIDE 24' LONG WITH 12d o 2' OC DOUBLE SHEAR DOUBLE SHEAR WILING NAILING DOUBLE SHEAR NAILING ggqq �° ggqqq ae ggqq q;d � P qq Oq�geP 9 q 9q 4qq q ggq10 q q q q q q qqq q 9qq 20-1Od 36-:0d 14-16d 8-16d 10-164 6-16d Simpson Strong-Tie Simpson Strong-Tie Simpson Strong-Tie DRAWING HANGER DOWNLOAD UPLIFT DRAWING HANGER DOWNLOAD UPLIFT DRAWING HANGER DOWNLOAD UPLIFT BTHGUS26-2 1 H6US26-2 4645° 20000 BTHGUS28-2 HGUS28-2 78100 2650, BTHUS26 HUS26 3325& 1550, FIELD BRACING is not the responsibility of the truss fabricator. 16d iMax Nadmgl / truss designer or plate manufacturer Persons erecting trusses are cautioned to seek professional advice regarding Lemporary and erection bracing which is always required to prevent toppling and dominoing during erection and permanent bracing which may „ be required in specific applications Trusses shall be erected and fastened in a straight and plumb position Where no direct itiUbtE =•Hffl '' Lop chord sheathing is applied trusses must be braced at 24' NAIL ''' on center maximum Where no direct bottom chord sheathing is IdliiE I applied. trusses must be braced at 10'-0' on center maximum. o , Trusses must be handled with extreme care during erection to P,EF E^ii� FOR Prevent damage or personal injury Refer to truss engineering PLRtE`'=F;i '° /� _ for connection and bracing requirements These calculations are – – – supplied in order for the ENGINEER OF RECORD to adequately c 6d iBolh, — _ `cam provide for connection and integration of the roof assembly to �imp50r _ _ng-TIE m ,� J Minimum Nailino Top 4 16d i'4� �� ° the supporting structure Designers of supporting connections �i,y �i SimpsDn Strong-Tie are SOLELY responsible ror the integrity of their product. I dCE c 164 THJAP6 Trusses remain our properly until paid for in full Truss layouts NA1l iNG HANGER DOWNLOAD UPLIFT aid engineering mau not be reproduced in part or in full under t _ DOWN 19) UPLIFT any circumstances MINIMU1' THAI422 1635, NiR []HAIP E 2100' 590# 4145, 1550, CK 700# 195# -- NO i1P_"fTUTIONS allfr0m hardware shown on these plans -,nless oi.herwise indicated. is Simpson Strong-Tie iLJAVV�LJ{ILJ:� fUI���JI No sub, ut,ons are approved or a_it.horized BUILDER fDue to i.iie relationships of framing hardware Lo O he ,;i_ri,_ rnmponents of Lhe strucl,ure ani framing M m Ecw roMss hardw.SrE _ubsLiLuLions will render h-nese plans o null and void and will result. in the installer/contractor(O��N][I(][s[C J�O [ � MOME assuming responsibility for the design and BUILDER'S �RuS$ performance of the entre system `� Woodbine, Ga Basic Detal — - ----- 1-800-443-9652scar �b Nis 8/28/1999 FMT WN7 rrA Wood Truss Council of America standard Responsibilities in the Design Process involving Metal Plate Connected Wood Trusses WTCA 1 - 1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute -..i i�6, The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable authors from the construction industry to give as much assistance as possible to owners,architects, engineers, contractors, building Officials, and others involved in the metal plate connected wood truss industry. The competence of the authors ensures accurate and authoritative information in regard to the subject matter covered, but, of course, neither the Wood Truss Council of America, nor the authors make either express or implied warranties in regard to the use of the materials. 1,0 SCOPE AND DEFINITIONS 1.1 This standard defines the design responsibilities of the bracing, anchorage, connections and field individuals and organizations involved in the preparation, assembly. The term "Contractor" shall include submittal, review and approval of each Truss Design those subcontractors who have a direct contract Drawing and Truss Placement Plan associated with the with the Contractor to perform all or a portion use of metal plate connected wood trusses. These of the storage, handling, and installation of the guidelines are presented as industry standard practice.The trusses. guidelines are not intended to preclude alternate provisions as agreed upon by the parties involved. 1.2.5 "Engineer-of-Record" shall mean the registered professional engineer responsible for the 1.2 The following definitions shall apply: structural design of the structure and who produces the structural drawings included in the 1.2.1 "Architect" shall mean the individual registered Construction Design Documents. architect responsible for the architectural design of the structure and who produces the 1.2.6 "Owner" shall mean the individual or architectural drawings included in the organization for whom the structure is designed. Construction Design Documents. 1.2.7 "Truss" is an individual metal plate connected 1,.2.2 "Building Designer" is the individual or wood structural component manufactured by the organization having responsibility for the overall Truss Manufacturer. building or structure design in accordance with the state's statutes and regulations governing the 1.2.8 "Truss Designer" is the design professional, individual or organization, having responsibility professional registration and certification of architects or engineers. This responsibility for the design of metal plate connected wood trusses.This responsibility shall be in accordance includes but is not limited to foundation design, with the state's statutes and regulations governing structural member sizing, load transfer, bearing conditions, and the structure's compliance with the professional registration and certification of the applicable building codes. Also referred to architects or engineers. Also referred to as truss as registered architect or engineer, building engineer, design engineer, registered engineer, designer, and registered building designer, but and engineer, but hereinafter will be referred to hereinafter will be referred to as Building as Truss Designer. Designer. 1.2.9 "Truss Design Drawing" shall mean the graphic 1.2.3 "Construction Design Documents" are the depiction of an individual Truss prepared by the architectural drawings, structural drawings, Truss Designer. mechanical drawings, electrical drawings, and 1.2.10 "Truss Manufacturer" shall mean an individual any other drawings, specifications, and addenda or organization regularly engaged in the which set forth the overall design of the structure manufacturing of Trusses. and issued by the Building Designer. 1.2.11 "Truss Placement Plan" is the drawing 1.2.4 "Contractor" shall mean the individual or identifying the location assumed for each Truss organization responsible for the field storage, based on the Truss Manufacturer's interpretation handling, and installation of trusses including, of the Construction Design Documents. but not limited to, temporary bracing, permanent Copyright©1995 Wood Truss Council of America.Inc. 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives, which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer; (a) review and (d) coordinate the return of each approved 'Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve the Truss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of each Truss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents, showing all 6.2.9. trussed areas, which must provide as a minimum the following: 3.3 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design Documents, the effect of each Truss Design Drawing and 3.2.2 Information to fully determine all truss profiles; Truss Placement Plan on other parts of the structure, and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on the Truss Design Drawings, to prevent including the Trusses, except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to each Truss including, braced, buckle together. This shall be accomplished by: but not limited to. loads attributable to: roof, (a) anchorage to solid end walls; (b) permanent diagonal floor, partition, mechanical, fire sprinkler, attic, bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings, approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of the Trusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and each Truss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review, approval and return of each Truss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. Copyright©1995 Wood Truss Council or America,Inc. 5.0 TRUSS MANUFACTURER RESPONSIBILITIES 5.1 Communicate the design criteria from the Construction 5.3 Submit to the Contractor the Truss Placement Plan, as Design Documents to the Truss Designer. may be required, and each Truss Design Drawing for 5.2 Where required by the Construction Design Documents, review and approval. prepare the Truss Placement Plan,providing as a minimum 5.4 Manufacture the Trusses in accordance with the final the location assumed for each Truss based on the Truss approved Truss Design Drawings using the quality criteria Manufacturer's interpretation of the Construction Design for Metal Plate Connected Wood Trusses established by Documents. the ANSI/TPI 1-1995 "National Design Standard for Metal Plate Connected Wood Truss Construction." 6.0 TRUSS DESIGNER RESPONSIBILITIES 6.1 Prepare the Truss Design Drawings in conformance with 6.2.6 Each reaction force and direction; the requirements set forth in the latest approved edition of ANSUTPI I-1995"National Design Standard for Metal 6.2.7 Metal connector plate type, size, thickness or gage,and the dimensioned location of each metal Plate Connected Wood Truss Construction:' connector plate except where symmetrically 6.2 For each Truss Design Drawing, set forth as a minimum located relative to the joint interface; the following: 6.2.8 Lumber size, species, and grade for each 6.2.1 Slope or depth, span and spacing; member; 6.2.2 Location of all joints; 6.2.9 Connection Requirements for: 6.2.3 Required bearing widths; (a) Truss to Truss girder; 6.2.4 Design loads as applicable: (b) Truss ply to ply;and 6.2.4.1 Top chord live load (including snow (c) Field splices; loads); 6.2.10 Calculated deflection ratio and/or maximum 6.2.4.2 Top chord dead load; deflection for live and total load; 6.2.4.3 Bottom chord live load; 6.2.11 Maximum axial compression forces in the Truss members to enable the Building Designer to 6.2.4.4 Bottom chord dead load; design the size, connections and anchorage of 6.2.4.5 Concentrated loads and their points of the permanent continuous lateral bracing. Forces application;and may be shown on the Truss Design Drawing or 6.2.4.6 Controlling wind and earthquake on supplemental documents;and loads; 6.2.12 Required permanent Truss member bracing 6.2.5 Adjustments to lumber and metal connector plate location. design values for conditions of use; 7.0 OTHER RESPONSIBILITIES 7.1 Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. . • . Truss Councilof Objective WTCA is committed to promoting the common interests of all engaged in the manufacture of wood trusses and related components to ensure growth, continuity, and increased professionalism in our industry. Fundamental to this is promoting the safe, economic, and structurally sound use of trusses in all applications. Copyright 0 1995 Wood Truss Council of America,Inc. l­-UKM 60OA-2001 FLORIDA ENERGY EFFICIENCY COM-= FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Duplex, Main St. Builder: i Address: Main St Permitting Office: Atlantic Beach i City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Multi-family a. Central Unit Cap:36.0 k8w/hr 3. Number of units,if multi-family 2 SEER: 10.30 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? No 6. Conditioned floor area(W) 1497 W c. N/A 7. Glass area&type - 1 a. Clear-single pane 0.0 ft, 13. Heating systems b. Clear-double pane 211.0 ft' a. Electric Heat Pump Cap:36.0 kBtu/hr c.Tint/other SHGC-single pane 0.0 ft' HSPF:7.50 d.Tint/other SHGC-double pane 0.0 ft, b. N/A 8. Floor types a. Raised Wood,Stem Wall R=19.0,5.0ft2 c. N/A b. Slab-On-Grade Edge Insulation R=0.0, I I 1.0(p)ft c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Concrete,Int Insul,Exterior R=3.0,432.0 ft' EF:0,91 b. Frame,Wood,Exterior R=19.0,560.0 ft' b. N/A c. Frame,Wood,Adjacent R=11.0,45.0 ft' d. Concrete,Int Insul,Adjacent R=3.0,512.0 ft' c. Conservation credits e. N/A (MR-Heat recovery,Solar 10. Ceiling types T i DHP-Dedicated heat pump) ,a. Under Attic R=30.0,75 1.0 ft: 15. HVAC credits b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts PIT-Programmable Thermostat, a. Sup: Unc, Ret:Unc. All:Garage Sup.R=6.0,120.0 ft MZ.C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as-built points, 23777 i Glass/Floor Area: 0.14 Total base points': 23864 PASS I I hereby certify that the plans and specifications covered 1 Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code, PREPARED BY: Before construction is completed DATE: 0> 14 J2 i this building will be inspected for I hereby certify that this building,as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: L DATE: i DATE: EnergyGaugeO(Version: FLR1PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Main St,Atlantic Beach, FI, PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Point;; .18 1497.0 20.04 5400.0 Double,Clear W 1.0 6.0 16.0 36.99 0.97 574.2 Double,Clear W 1.0 6.0 40.0 36.99 0.97 1435.6 Double,Clear E 1.0 6.0 39.0 40.22 0.97 1521.2 Double,Clear E 1.0 6.0 30.0 40.22 0.97 1170.2 Double,Clear E 1.0 6.0 24.0 40.22 0.97 936.1 Double,Clear E 1.0 6.0 16.0 40.22 0.97 624.1 Double,Clear N 1.0 6.0 30.0 19.22 0.98 562.5 Double,Clear N 1.0 6.0 16.0 19.22 0.98 300.0 As-Built Total: 211.0 7124.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Point;; Adjacent 557.0 0.70 389.9 Concrete,Int Insul,Exterior 3.0 432.0 1.30 561.6 Exterior 992.0 1.70 1686.4 Frame,Wood,Exterior 19.0 560.0 0.90 50413 i Frame,Wood,Adjacent 11.0 45.0 0.70 31.51 Concrete,Int Insul,Adjacent 3.0 512.0 0.80 409.6 Base Total: 1549.0 2076.3 As-Built Total: 1549.0 1506.71 DOOR TYPES Area X BSPM = Points Type Area X SPM = Pointe Adjacent 19.0 2.40 45.6 Adjacent Wood 19.0 2.40 456 Exterior 21.0 6.10 128.1 Exterior Wood 21.0 6.10 128.1 Base Total: 40.0 173.7 As-Built Total: 40.0 173..7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 751.0 1,73 1299.2 Under Attic 30.0 751.0 1.73 X 1.00 12992 Base Total: 751.0 1299,2 As-Built Total: 751.0 1299.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 11 1.0(p) -37.0 -4107.0 Raised Wood,Stem Wall 19.0 5.0 -1.50 -7.5 Raised 5.0 -3.99 -20.0 Slab-On-Grade Edge Insulation 0.0 111.0(p -41.20 -4573.2 Base Total: -4127.0 As-Built Total: 116.0 -4580.7 INFILTRATION Area X BSPM = Points Area X SPM = Poims 1497.0 10.21 15284.4 1497.0 10.21 15284.4 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Main St,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT Summer Base Points: 20106.6 Summer As-Built Points: 20807.3 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20807.3 1.000 (1.090 x 1.147 x 1.00) 0.331 1.000 8619.9 20106.6 0.4266 8577.5 1 20807.3 1.00 1.250 0.331 1.000 8619.9 EnergyGaugeT^'DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PS v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS; Main St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Poing .18 1497.0 12.74 3432.9 Double,Clear W 1.0 6.0 16.0 10.77 1.01 1736 Double,Clear W 1.0 6.0 40.0 10.77 1.01 434.0 Double,Clear E 1.0 6.0 39.0 9.09 1.02 360.1 Double,Clear E 1.0 6.0 30.0 9.09 1.02 277.0 Double,Clear E 1.0 6.0 24.0 9.09 1.02 221 6 Double,Clear E 1.0 6.0 16.0 9.09 1.02 147.7 Double,Clear N 1.0 6.0 30.0 14.30 1.00 429.3 Double,Clear N 1.0 6.0 16.0 14.30 1.00 229.0 As-Built Total: 211.0 2272.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Point:: Adjacent 557.0 3.60 2005.2 Concrete,Int Insul,Exterior 3.0 432.0 7.30 3153.6 Exterior 992.0 3.70 3670.4 Frame,Wood, Exterior 19.0 560.0 2.20 1232.0 Frame,Wood,Adjacent 11.0 45.0 3.60 162.0 Concrete,Int Insul,Adjacent 3.0 512.0 5.10 2611.2 Base Total: 1549.0 5675.6 As-Built Total: 1549.0 7158.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Adjacent Wood 19.0 11.50 218.5 Exterior 21.0 12.30 258.3 Exterior Wood 21.0 12.30 258.3 'a Base Total: 40,0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Pointe. Under Attic 751.0 2.05 1539.5 Under Attic 30.0 751.0 2.05 X 1.00 1539.5 Base Total: 751.0 1539.5 As-Built Total: 751.0 1539.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 111.0(p) 8.9 987.9 Raised Wood,Stem Wall 19.0 5.0 0.80 4.0 Raised 5.0 0.96 4.8 Slab-On-Grade Edge Insulation 0.0 111.0(p 18.80 2086,8 Base Total: 992.7 As-Built Total: 116.0 2090.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1497.0 -0.59 -883.2 1497.0 -0.59 -883.2 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 .FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Main St,Atlantic Beach,Fl, PERMIT#: BASE AS-BUILT Winter Base Points: 11234.3 Winter As-Built Points: 12655.0 ._...... _ .. Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12655.0 1.000 (1.069 x 1.169 x 1.00) 0.455 1.000 7190.3 11234.3 0.6274 7048.4 1 12655.0 1.00 1.250 0.455 1.000 7190.3 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®1ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Main St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT r Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points i 8577 7048 8238 23864 8620 7190 7966 237771 3777—�J PASS 04 SM Sr43, lrgr ,4;i5• q 0 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge6/ResFREE'2001 Ft-R1PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Main St,Atlantic Beach, Fl, PERMIT 6A-211 INFILTRATION REDUCTION COMPLIANCE CHECKLIST,.... COMPONENTS SECTION I REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors u!T:.3.cfm/sq.tt.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606A,ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sale or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top Floors 1 606.1.ABC.1.2.2 Penetrations/openings>11/8"sealed unless backed by truss or joint members, EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter_penetrations and seams. .---I—....... Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor; around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board& top plate: attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation: or Type IC rated with <2.0 Gfm from conditioned space,tested___.._ Multi-story Houses 605.1ASC 1.2.5 i Air barrier on perimeter of floor cavity Pqtyake9.Qoors._ Additional Infiltration reqts 606.1.ABC.1.3 j Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (Myst be met or exceeded by all residences.L.. COMPONENTS ONREQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit k b lreaer.(,����r�c)..o�r-utoff�gA§lMuE�tbe oy� required. iipA. External or built-in heat trap rquird. i .1. 1 ­ .. ­­_ ­ ­ 1 -1- I I . - I.. _pL _g_ , , I I Swimming Pools&Spas 612.1 I Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons.per minute at 80 PSIG, Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 504.1, 602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge'r" DCA Form 60OA-2001 EnergyGaugeQD/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. Main St,Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 2 _ SEER: 10.30 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(R') 1497 ft2 c. N/A ^_ T Glass area&type _ a. Clear-single pane 0.0 ft= - 13. Heating systems b. Clear-double pane 211.0 ft' _ a. Electric Heat Pump Cap:36.0 kBtuihr , c. Tint/other SHGC-single pane 0.0 fl2 _ HSPF:7.50 d. Tint/other SHGC-double pane 0.011, b. N/A 9. Floor types _ a. Raised Wood,Stem Wall R=19.0,5.0ft' _ e. N/A _ b. Slab-On-Grade Edge Insulation R=0.0,111.0(p)ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons , a. Concrete,int Insul,Exterior R=3.0,432.0 ft' _ EF:0.91 b. Frame,Wood,Exterior R=19.0,560.0 ft2 b. N/A + c. Frame,Wood,Adiacent R=11.0,45.0 ft' _ d. Concrete,Int tnsul,Adjacent R=3.0,512.0 ft' _ c. Conservation credits e. N/A (HR-Heat recovery,Solar T 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,751.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. All:Garage Sup.R=6.0,120.0 tt - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has compliedwith the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 't sT in this home before final inspection. Otherwise,a new EPL Display Card will be completed AV p4 s ArFo,� based on installed Code compliant features. O Builder Signature: Date: IIY�i. Address of New Home:_ City/FL Zip: •f`l'C00 W8 *NOTE; The home's estimated energy performance score is only available through the FLAIRES computer progrcnn. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStat-7"designation), your home may quay for energy e.ficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www,/sec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ol'Community,4 airs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.21) DATE: 9/14/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Pre ared By Duplex R.B. Ellis Energy Design Systems Job Name: Main St,Atlantic Beach DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 33563 1119 26788 1116 HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 9/14/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Duplex R.B. Ellis Energy Design Systems Job Name: Main St,Atlantic Beach ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL --------------.---------------------------------------------------------- AREA 46 109 56 0 0 211 COOLING 1150 0 8066 4144 0 0 0 13360 HEATING 1472 0 3488 1792 0 0 0 6752 ------------------------------------------------------------------------- WALLS TOTAL ------------------------------------------------------------------------- AREA 1549 1549 COOLING 4647 4647 HEATING 8829 8829 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 40 40 COOLING 528 528 HEATING 828 828 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING --------------•---------------------------------------------------------- SLAB 111 0 4040 RAISED WOOD 5 5 11 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING --------------•---------------------------------------------------------- UNDER ATTIC 751 1164 1127 SGL ASSEMBLY 0 0 KNEE WALL 0 0 --------------•---------------------------------------------------------- MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3665 Lights & Appl. Load 1200 Latent Safety Btuh 183 Ventilation Load Duct Heat Gain 2192 Infiltration Load 2221 Sensible Safety Btuh 1216 TOTAL SENSIBLE LOAD 27733 TOTAL LATENT LOAD 3849 Summer ACH 0.5 Temp. Swing Mult. 1. 00 *** Total Cooling Load 34740 BTUH Or 2.89 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9350 Ventilation Load 0 Duct Heat Loss 1079 Safety Btuh 1547 Winter ACH 1. 0 *** Total Heating Load 33563 BTUH Or 2 . 80 Tons*** 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 . . . . . . 5/27/04 Parcel Number . . . . . - - - Property Address . . . 719 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . HUGHES, JIMMY Contractor . . . . . . 180 DEGREE PROPERTIES, INC. Application number 03-00025672 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . C- gu—ilaing Offic ' al VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH DepartmentCERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: { Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Resident - Commercial - Other: Lowest Floor Elevation 2'' J Required As Built � I q 1 .2 . ; The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works _ O Planning Dept. Building Dept. _ _ C S—� /_ o Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No N �f s CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: �,� X�}�'x Flood Zone: P, n,iin-d 1.nwPct Flnnr Elevation: O. CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: / /i 1 /4 • e� Type of Development: kb 1f.X Flood Zone: X Required Lowest Floor Elevation: 0 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: 2- -41/ 0-3 Department Use: Required lowest floor elevation: f As built lowest floor elevation: 12- 3 Survey filed with Building Department: ✓ C� Building Department Representative Revised 1/17/03 Sent By: ; 3047215758; "star-17-04 7:22AY; Page 1 r� NLUI SHOWING ST_1RVEY(X The Month one half of Loi 2, together witf a portion of Lot LKock i31..as shown on the plat ot'Atlantic 13 acl± I` � ,`rection "TA". as recorded :n Plat Book 18, 1 jw- 34 of the(urrent Pua,rc Records oi'1)u a1 i bun,',Flo-nCia being more particularly described as foilc'w' ;: C'0 -M'1-NC-'1VC:i at the Northeast eornct cf said Lot i; thence South 00 47'37"East,along,the Easterly nigh!of:gay mint af'Nlain Street(a 50 foot right of way),37.44 feet Ibr a POINT OF 13FGINTNING;thence North 89'22'57"Last,10100 feet to a point situatc in the Easterly line of said Lot 1 thence South 00'47'32"East,along said Easterly,.,te of Lot I and along the Easterly lire of said Lot 2.a distanc-.of 3".d7 r r feet;thence Scuth 8933'2+'West,along the Southerly)ine of said Nurth one-half of Lot 2,a distance of 102.00 feet Io a point situate In said Fasterly right of wa}line cf N12tn Street;thence North 00°4%'?2"West,along said Easterly right of wat.+'rne.37.56 feet,u l-;c 1101\'T OF HEGNNINC: A 5.09 47'3?' BLacNc /.30 BL�Ck /5/ 37- J3" f37 at-( ' /3/ 7. " zs' - -- lv N'I 7+y "N - v 'tgip,-,.... 11 r t i vArra � k`v o oATI[J ,� I 2� v5 zs as' t2.7 Q i'IN..RatrR FZ-93.. N+ � I N 4' ST L`CO S� S7' CCCO 14, y c^^o4'.En."lRY.. I1 rLCly rti'e:1'> (� 1 `lku r t t'n N 'r r4 � `b 6� a W � i Q,�ra y ZZ 1'' s �2 s- 42 a 56r 37. :.�k7.56r a�• SC IV 7 32"W VACS.^Y MA S' T,qEET NJ ::b:lie f;ris,red SbnrE;4¢YArun i� 26 99,601lt c.nFN»,nr C'taa: 1D4.L'SS IT EAJ3 71S L TV AND TNC C7R1+i[rNV. RAC C0 SEAI T A r10.A1DA SIC;w5GD 4+FvC r{w Ak0 wAFPra, n,.:s DW.41rdi.SC+E TCN. 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MAP SHOWING SURVEY OF A portion of Lot 1, Block 131, Atlantic Beach Section "H", as recorded in Plat Book 18, Page 34 of the Current Public Records of Duval County, Florida,being more particularly described as follows: BEGINNING at the Northwes+ corner of said Lot l; thence North 89033'23" East, along the Northerly line of said Lot 1, a distance of 102.00 feet to the Northeast corner thereof; thence South 00°47'32" East, along the Easterly line of said Lot 1, a distance of 37.13 feet; thence South 89°22'57" West, 102.00 feet to a point situate in the Easterly right of way line of Main Street(a 50 foot right of way); thence North 00°47'32" West, along said Easterly right of way line, 37.44 feet to the POINT OF BEGINNING. CEI?T/F/ED T0. EM/LY COAV/5 ; 600/J7RYl 10_- 1-10146' ZOA1,15; T/COQ TITLE /14V5Ul1AAAG— CO. .SUTTON LA.vp T17-Ze A6ENC),' O.-,cLv.PeAPA s 50' L O 7- 6 L O 7- / L D 7- 5.00 5.00 7' 32"E_ qL j-< 130 1 �37, 87' ^� 2 0L Cx /3/ N K 8 0 'Q OVE?EO �, A• 4 COVEQEO GONG• pj /�• q/C m CO - NPAr/O V1401 PATIO N Q ,n Fiv./-'UVeF4.=/Z.35 II VJ ?_-5T0a I I 2-5T 2,q Y o 4 CONC. BLOC/. CONC• LOCGC o� N F,` STUCCO , � ST CCO N MO. 719 I Np.7/7 25 N COV.EATT?Y I COV.ENTQY 0 h `� 7 S Q cN h B 3 I m &' y* tv s N I Q m o GARAGE Ia!5AQAGE ' m I [8.5 2' � ?-` 'ice l0 ,C •W .� W W SET N•C�*4.7 r 2:NAIL{OiSK MA / A/ 5TET (50' .Qi9 hf vf^ way) UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURYEYDR AND NAPPER, THIS DRAVING,SKETCH, I Be4r4vs are based o 4"l e/+N/ine Main 5f[ IAI-C�'47'32��W.) LEGEND DATE JL4NC/AQY 2. rhes rs a �txl�8r 3. Elevations shown thus-475,A)refer to US Coastal and Geoaietrr St.rvey Lbtu1 /WtFovwl p XWr£s aWW7C MWA*Nr SCALE,max Groalrtr Vert,'ra/Pa h^ of IAPA W,6V.D of/929). •• atrorrsfTAcr AOR /Vo. 4. By Graphic plo t tNp only, the Orgoer t shorn hereon [Fes rithh Zones, X 0 1VWJW'Rf_'f�Px,�• F,B, as shorn c» the Froirra/ Cewr y xw u R.AOttLX i /-polo/2 Pr -9exy h6nog erren t Agency (F.ENA.), Na Bono(Flood/nstwoncr � tlETl7/FS IRaV P/fY f'DGIYD Page 8(a�$/ opran Flood/nsu^ance Rate Ngp 6F.M.N..) Conmuvty-Pane[Ak."bew /2oo77 owlo o W AC4W P 9 ftp �visred ab to , 4-/7- 8 y x mw?s Oears eve Comp, Fi(e S Lh(rss atherelse notrd any PorWn of the Parcel that nay be dermed as WeVands tthe rfrom is nState or ot the reaspon A01ty of the cnd rs�qI nc.ie.-r has not been 'fid and any [.hbNity resu'tvF�r RICKRD A MILLER 6 ASSOCIATES 6. There nay be Rrstr/CVOAS or Easements of Record rvidencrd by title exarvnation that PROF-ESS)MAL LAND SUAWTORS have not been shown hereon. 6701 BEACH RL VA SUITE IPM Fax (904) 721-57M ABBREV/Ar/LAYS rmr MAY BE USED W rmf SUPVEY JACkSONVALE FLOIP PA 32216 Tete. 1904.) 721-1226 AmRFVIAnzw Dz _ miirzzw B�RL-vlAr�rav Prrlvlrrav _......_ _ _............. C, Prrnanrnt Control Pant L.B. Licensed BFiPubsS revs IT 7t7 LYAr nM7 nas vwwr Is A rnee AP°N[SYNrArAly ar AN AcltwC P.R.M. Permanent Reference Abr"-,ent i RX.S rgteterra'Land Surveyor Tilts stwvrr, LAN"A'Y SiPAWVrSQ7 WO AV 4CC0Z6LICY OW AC P.QC. PWnt of Cervo tw e J.E.A. JocksonvOte Elrctric Authority y[�y�ty SIMGfitARt Af atrtplCD MfD fZRIN IY nL {Ia►�H P,QB. Poht of Be,Qv»fiy E/X/lP Eguipnwrt RCNrp ar L JLPVtrarS AAD M LIW.X Mfg P.C. PO.nt of Ca^Va tle'P A/C Are COnart/onrr lPrnrrty �AdvDIPS/161/M t1biG fCIP l lt7 P,T, PoMt of Tangency C.A.T.V. Cable Teh NSXY7 srcnnv i R StA7U7tT / P. C. Pant of Reverse Carva t we I Ol`K Overhead Cher P6 Point of lntrrsectan i�HJ Field Aeaswed AVV R ht of Voy R� Radus equals D.R. Vol. �!/FgFicia!Records Volu+t L. Arc Lrnth eq o[s911,01 RB. Orrd Sook CO"- hOrd Bearhp d DtstaA:e rqr vls IA D A. HILLER STATf OF FLORIDA R£GISTE P£D p0 Page _ /to or CrAe a/Anp/e equals LAND SURV£Y6R CERTIFICATE No. 3848 PAL. Buvahp RrStrict/On Line /eon Pier Esn t f ZVI't i Conc. Cancer a :-E�c�emerr 34arhaihie 46eectzic Service, Am SERVING DUVAL & ST. JOHNS COUNTIES SINCE 1954 POST OFFICE BOX 50325 JACKSONVILLE BEACH, FLORIDA 32240 Release Request and Early Power Agreement Elcctric power is requested now under conditions and terms of this fully executed Agreement& Rebase F SITE/JOB IDEN'T'ITY —7/ ,( --- BUILDING PERMIT NO b� "'Z�S�In ELECTRIC 'ERMIT NO�?"216X, SERVICE: (CHECKONE) A OVERHEAD UNDERGROUND We, the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power"is purely for our construction convenience,isoot required by Codes,does Lot substitute for Final Inspections or the C/O (Certificate of Occupancy) that must be issued before occupancy;and such is it the discretion of the Building Official; and 2. The City, will make a specig inspection prior to early power energizing,and rough inspection must have prior"Approval",including meter base connections;and 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service,is expressly prohibited and penalized by The City , Ordinances,would be a violation of this Agreement and shall result in a request for prompt removal of electric service after twenty four(24) hour notice;and APPROVED 4. "Earl Power"release authority is the Electrician and must not occur before: CITY OF ATLANTIC BEACH Y tY BUILDING OFFICE A. Equipment,devices and fixtures are installed(or blanked ofo safely,and B. Panel is complete with breakers and cover,and (labeling required at final inspection) lAY 2 �00 C. Service connection and grounding is complete,and D. The electric system has safely passed through electrical check,and E. Meter can permanently marked with address,andvv F. Temporary address numbers displayed (Permanent numbers are required for C/O),san G. Fire Protection systems approved by the Fire Marshal;and S. Any unpaid fees and any outstanding requirements must be satisfied prior to release;and 6. This fully completed form is to be submitted to the Building Department as the Request Release for Early Power by hand,via mail or fax 7. Future such Agreements will not be accepted from those who violate any one of items 1-6 above. t CONTRACTOR DATE Z G (S' azure of builder) ELECTRICIAN DATE ZG�4�X (S' azure of Electrician) PGRSONAJ, NAME OF MASTER (Please t) Master No. le4E - /7,,9- License No. e 3 —0 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233—TEL: 2475826—FAX- 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23826 Address: 717-19 MAIN STREET Perm.it Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: DUPLEX Lot(s):Pt 1 and 2 Block: 131 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION' Date Issued: 4/10/2002 Name: HUGHES, JIMMY Total Fees: Address: 526 N. 11TH AVENUE Amount Paid: JACKSONVILLE BEACH, FL 32250 Date Paid: Phone: (904)241-0631 Work Desc: TREE REMOVAL PER BOARD APPROVAL 3126102-MITIGATION CONTRACTORS x APPLICATION FEES PROPERTY OWNER :a•. NOTICE: TION BUILDING MATERIA IC SPACE,AND MUST BE CLEARED "FAILURE TO COMP HE PROPERTY OWNER ISSUED ACCORDING TO APPRO D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE �-O ATLANTIC BEACH B ILDING DEPT. ( 70 lithiNS f. CITY OF ATLANTIC BEACH 'ITREEREMO AL � V APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten ,(1 U) days prior to the scheduled meeting,in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPbC NAME ADDRESS TELEPHOV 2. k -1 t e 1 e� tJ. , OF I D' IE ADD SS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: ' ''�� 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ❑ NO 4 NOT SURE 5. PROPERTY ZONING: 14 RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR oak ©a �a y „ 0"� '140 Mayn� sr"Xk r 006V,5 q,5 * Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low.areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape, C) The front property comers must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH.ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applic is Signature Date Owner's Signature Date CITY USE ONLY: __�� �/�� �-Flo • 4 0"� Tree Conservation Board Chairperson Date Sent By:, RICHARD MILER &; 9047215758; Pilar-8-02 4:47PM; Page 2/2 MAP SHOWING BOUNDARY SURVEY OF' LOT 1, TOGETHER W7 W THE NORTH 1/2 OF LOT 2, BLOCK 131, A MANTIC BEACH SECTION "H" ACCORDING TO Tj►E PLAT THEREOF AS RECORDED IN PLAT BOOK 1B, PAGE 34 OF THE CUR ?ENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED r0: -4MMY HUGHES 151 152 oG � oC � $ L 13 LOT 6 ell y,10o k ' LOT 6 102.00'(PLA T) 1 f Mrd'' l olr� r cr � 7,O T 1 � LOT I �? 7 T75 •" IAT 2 O ~' � 1 102.01"(FM) A.• °•,•«•" LOT 2 Y. f aw.00TPLA T) a. Q LOT 2 Sire r oat r ease r or LOT 3 3 LOT 3 •• a A.• 1 awe 'tae r oC � � 93 A4 t/Y LI. LOT 4 w' LOT 4 4 1 ree Removal Approved h O UNLESS IT BEARS THE SIGNAT7ARE AAO 1 C GRIGWAL RAISED SEAL dF A FLt]/bt.Of LlCfWD R RWWW AND MAl�ER. 7TtY5 DRAW UT OR HMAP IS tW tWORMATIONAL PL IPtl'¢3 Ma Y. AND IS No VAUa f 88w6nps we band on the CENTPRLAV POPS jFGM DA 7E 03-11-A7 ? 2. 8th It o MAP SNOM W 90LAW Rr Si Rv y SCALE I 09MUflena ehOwl thus(150)rA/ir to AS Coastal avid Goodrtk Srwwwty Dotwn. NotAnnol coiCgEtt rro�ItAtFTIT JOB No. 2002-567 0-a tic wtkd Datum of 1929. (N.1 V.D. of 1029). O �lm MAX nfK sr r F MAP 4. ay av onio platthQ ORIA the(Yt mly ahom hereon/fn Wlthil -We. AE-(EL£V+11) WTO CAP R taunt•ASOO: os snenn aw 7ta Pealed Emergency A m curt Agency aAOA.). Notimol,wod Arwrmww page --- P►apFatrvi Flood e : 4,A Rab aw 0 LR.AI.) Commwtlfy-Haute Number 12W?7-DWIC r SA°s Now �Fawo Comp. rve 0?-567.dw4 tlga Rs.raM dote 1/I 7/!18 r araimes omw cvr Drown by B.R.B. S Lsusw otharttnln noted onyPcHkA a the Parent that may be deemed as Wathwuk by State of Go+rommenfd Agwule; h a not Sean detArwWwal and any/hboy rotting A �� bterafltvn h hat rets vtipensbglty art . undryigrtea 6. TAAn may be Rptrkt/ofta or Eoattma is of Reoord oWdenced by tib• examination that PRaTSw0M%L LANG SWVE) iRS hors net bast Anoon hrtnn. 6701 8EAf?r f8.vQ, SUI 7E VOD fax (901 721-5758 A82REWATIONS M IT ANA&C USEa hV TMS SbRVEY ✓ACKStA11MLL& i2aWA 31216 7'", (904j 771-1226 A�CNAftWgf,iWTAdV AaWWATIGN Df3N1 Ilav PP M.. P. PermarrenPWrnonwiR t enhd Paint 1p, iJce�sed tsuMtep aft K JV aWW'y aNr pet SAMEV 6 A Lilt AMINI 9 UWIN OF AN ACn f alhntrtm Mor anent .LS gqaaddssfarvd Lggnr,d Surveyor rile stsn•r.rearr110W ash: ANIN Aso M Af?7�Eia AM at P,C Pawf or Beginning ,! A. Ata�a•rtwlta E7aetna AutAcritY 7lONGrA3 arasaD AAeI!A,'Orar aY ka'stOA:N PG Pant eI LLrvotu►s E E pmant rigs u<' awda urr*:aet w auvtut swap.-S.% P T Pa�vtt o!Totgsney A C Afr Cona9trono n...wr+ sat ��Ao`wsLtwn,R maG,awA,n,n ro P.R.G Pant o!RtMrvs LLrtRhu A.7.V. Cobh TnterbMxt has /< PA RPYo��nnt of intervention Qin% FWd DAVIwad Lkw + �/�1 a R V Qtlk/aft Ordl YbN/nN Radius F-M) sal l' DB wso Are teeth equals l �,� CITY OF ATLANTIC BEACH r ) 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Jia Application Number . . . . . 03-00025672 Date 4/25/03 Property Address . . . . . . 719 MAIN ST Tenant nbr, name . . . . . . 749RADON, 1901STSCG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86920 Owner Contractor ------------------------ ------------------------ HUGHES, JIMMY 180 DEGREE PROPERTIES, INC. 526 N 11TH AVE 265 3RD STREET JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 241-0631 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � y BUILDING OFFICIAL ` CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: '/73 20 49-IMPORTANTNOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORE. AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE: gS I Q OWNER OF PROPERTY: JOB ADDRESS: RES.( APT.( } COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( } REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) Std.FT. ir SERVICE: NEW INCREASE( ) REPAI . ) CONDUCTOR SIZE AMPS: COPPER( ALUM.( FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV, SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN � ITOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES 3 INCANDESCENT FLOURESCENT 8r.M.V. FIXED 0.100 AMPS. OVER APPLIANCES I d BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-I OVER MOTORS H.P. VOLTAGE PHS NO. i H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE I SWI`CCH FLASHERS EACH SIGN 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800+ Fax: (904)247-5845• http://www.ci.atiantic-beach.fLus aevi%"1 of j7/01