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Permits 1485 Marshview Court 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 7/10/03 Parcel Number Property Address . . 1485 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . • TO BE UPDATED Property Zoning . . . Owner Contractor BESTCON, INC. 904 246 -3747 Application number . . 03- 00025392 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . Flood Zone ZONE AE Approved Building Off'cial VOID UNLESS SIGNED BY BUILDING OFFICIAL Ju1.14. 2003 B:27AM BESTCON, Inc. No.6682 P. 2/3 FROM :CL$RSON & ASSOCIATES FAX NO. : 904 396 2633 Ju 1. 02 2003 01:07PM P2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 - 0077 NATIONAL FL000 INSURANCE PROGRAM Expires ELEVATION C> RTiFICATE int . Octane Read the instructions on • a • es 1 - 7 - Insurance Company Use; SECTION A - PROPERTY OWNtsR INFORMATION Polley n u a gut t�lG E James & Janet Ta for BU$WiNG STREET ADORD00 (lndudn9 AO- lam. Sate. . end or ado. No.) OR P.O. R. ANo BOX NO. Company NAJC Number 1485 M:rs View Co.r STATE A" CODE ntlantic 1Seach F L 32233 ON a ' r: ,1 ^, , , ax Parcel mbar. ega ' • •, :. • etc.) ' o _ �1. ': 1 , rl r1 t arc is a -- 11 ( e g.. Residential. NOMeddendal. Add d°. Ad sMpry, lac. Use a Comments arc& a necessary.) r i d e n t 8 al HORIZONTAL. ATVM: S OURCP L--1 GPS (Type): (0 FJL(N�311U� ((01181 NM 1 927 L NAD 1983 1_1 USGS Cued Map �en �' (fill - iar - fgl.tflr « rwdl L--1 SECTION B - FLOOD INSURANCE RATE MAPIIRM1INFORMATION 93, VATS 1. NFIP C0 *4UNtTY • . C. "' 11, U 52 ' C Nis OUNTY D v l FL Atlantic Beach NUMBER � j :, FL. •-.6 Ems,. gd. MAP AND PAWL 86. e ^ �' tar; DATE _ - �-.... - • FLOOD EFFECT PR DATE ZONE(S) ion AO, use depth of !mooing) 120075 - 0001 D 4/17/89 6 •— , B10. Indicate the SOUtce Of the Base FloOd Elevat ( d ata or b ase flood d epth entered i B9. 1_1 FlOProeia ILl FIRM 1_, 1 Community Determined LI Other (Describe); _-- - -- ---•__N _ 611. Indicate the elevation datum used for the 8FE in B9: 1.10 NOVO 1929 I_I NAVD 1988 1„_1011er (Describe). ___ 012 1s the hi Ming located in a Coatrial Bonier Resources System (CBRS) area or Otherwise ProteCted Area (OPA)7 L1 Yes rif_I No Designation Date: $RCTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) finishe0 i:onstruaiorl C1. Building elevations are based on: 1 Drawings' I —I Build rag Under Construction I�LI 'A rie'v Elevation Ccrtlfloote (gill be regttirsxl when construction of the building 16 complete. for which this certificate 1s veiny wl»plcted soe C2. Building Diagram Number _l (Select the building diagram most similar to the building papa 6 and 7. If no dlaarrm accurately represents the building, provide a sketch or photograph.) C3. Eleveftons - Zones A1 AE, AH, A (with BFE), V. V1 -V30. V (with BFE), AR, AR A, AWAE, AR/A1 -A30, AR/AI I, AR/AO rnrnplete items C3 - - below e000rding to the building diagrams specified in Iten C2. State the datum used. 11 the datum is different from the datum used for the BFE in Section B. convert the datum to that used for the BITE. Sham Aetd mceoutomenta end den IT conversion cas)eulation. Use the space provided or the Comments area of Section 0 or Section (3, as appropriate, to document the datum Conversion. Din_ __ Conversion/Comments .� --- - -- Elevation reference merit used. f_ar ><m e_ r or me n t- q Goes the elevation reference mark used appear on the FIRM? j__.1 Yes III No O a) Top of bottom floor (inducting basement or elwtusure) .._.__� . ft. 9 - b ffirm) 1 (m) . O b) Top of next higher floor a a c) Bottom of lowest norizotem structural member (V zones only) _____, Lie.— ft. — ( m ) o O d) Attached garage (top Of slab) _9-''1._ it (m) W d e) Lowest elevation of machinery andlor wulpment �_ (t (m) senriolng the building (Describe In a Comments area - - $ 0 9 Leweot ad (Rnisheri) grade (LAG) -a .. "' ft.(m) 4 a 0 9) Highest adjacent (finished) grade (HAG) • L... . kilt) O h) No of pemlaner t openings (hood rents) Within 1 ft. above adjacent grade _41./.4_, -. a O I) Total area of all permanent openings (flood vents) M 03.h . n / a _s4. In. (aq. cm) _ _ aeCTlON D - BURVEYOR, EMOINFCR. OR ARCHITECT CERTIFICATION This certification is.to be signed and sealed by a land surveyor, engineer. or architect authorized by law to certify elevation Information. I certify that the rnhamalfon In 5er -done A, 0, and C on die corrlfeetn represents my beat el!<p#te to interpret the data available. 1 understand that any false steamier/Wm : be • r>ishable O fine or i . 'eminent under 1 U.S. Code, Section 1001. 11 "'L NUM:ER -T. twl"tE Jose A. Hill J • AMP „ 'IPA, Professional. Surveyor & Ma..er C1 -rso `- .. - -ono ADD SS 1643 Na -0 Aven a . � l Jacksonville FL X22O7 __- SIONA V a July 1, 2003 • f . - - • COMA Como R1-Zl 1 J neic n :yrRCc eir1G Ct10 etr1NTINi IATIMJ QFW ArCS Olt PRPVIPN t.Q FII,Yrt1NC Receivad Tip Jill. 7. 9 :99PM Jul.14. 2003 8:28AM BESTCON, Inc. No.6682 P. 3/3 FROM :C RSON & ASSOCIATES FAX N0. :904 396 2633 Jul. 02 2003 01:08PM P3 IMPORTANT: M>h +se saaces oop YlNe W i^a information from Sidon A. For "0e Company Use. BUIIDINO 7 ADDRESS Oneluding Apt, Unit, Suits. and/or Bldg. No.) UR .0, ROM AND BOX NO. Par iaY Number 1485 Marta%liply_ Cniirj 3P243' Atlantic Beach sytm SECTON D - SURVIVOR- ENGINE OR ARCHTTECT CERTIFICATION (CONTINUED) Copy both sides of this Elevetlan Cmilfioate for (T) community afflcaai, (2) insurance agent/eamPa+ ^Y. and (3) building owner. s Reference Bench Mark is X - cut on Northeast top C1.4nge bolt on fire hy d ra nt at Litter es ctiuu a Jaamin Stre lZ j LX R O . Ad- ... Ile va 12 ( NGV Datum) , C3.e) Top of outside airconditioner concrete gad. UNICk hest Ifadatlb' rat SECTION 5 • WILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT FIFE) For Zone AO IIt1d Zone A (without BFE), complete Items El. through E6. If the Elevation Ce to is intended for use as supporting infix/nodal fora LOMA or LOMR - Aadbn C must be complated etad - see v ng Diagram 6 and 7. It no dagram accurately r epr ram Number (Select the bolding diagram most IimIlat to the building for which this oerthfo4te is being nnm p El. represents the budding. provide a sketch or photograph.) sae E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_,I ft. (m) L_I -1 In. (ctn) I _I above or L_I below (check one) the highest adjacent grade. (Use nature( grade, it evatabte.) E3. For Building Diagrams 04 rrtth opetebm9a (.:co page 7), the next higherfloor or elevated floor (elevation b) of the building is I._L I it (m) t! -tin. (an) above he highest adjacent grade. Complete Items C3.h and C3.1 on front of form. C4. The top of the pladonn of machinery and/or eauipment seMdting the budding is L1_1 It. (m) L_1_1 In. (cm) I_I above or 1_1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no food depth number it available. is the top of the bottom floor elevated in accordance with t community's floodDhgn menesteme_nt ordinance? I _I Yes No Unknow The local official must rest) s tIon i n Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who vumpdetes Sembene A. 9, c (Items r:3.h and C3.I only). and E for Zone A (without a FEMA- issued or community-Issued BFE) or Zone AO must sign here. The statements in Sections A E. C. and E are correct to the loth oI' krawl o. PROPERTY CMNER'S OK OWNER'S NORIZZD REPRESENTATIVE'S NAME A� 66RESS — GTV ' S TATE Z IP CODE SIGNATURE DATE TELEPHONE COMMENT S Check y �y Check •i $ etbsch e 1 SECTION 0 - COMMUNITY INFORMATION (OPTIONAL) The local official who is autltdired by Taw or ordinance to administer the community's , . - in management ordnance can complete Sections A. 8, C (or E), and G of ticks tlevaoon O.Ifi ate. Complete the applicable item(s) and sign Below. surveyor. e 01. U The i n f e es oar am to hi eax Section 0 wee ,,ize *ern d by stet. artr local aw catty elevation information. (Indicate s ae the source and date of the rrpirr.e, cif aret,e who le duthoeiz. monsoon data in the Comments area beim%) 02. LA A community official completed Section Eta' a bulking located in Zone A (without a FEMA- issued or oommunity- issued BFE) or Zone AO. 03. L.4 The fdlov ing intormadon (Items G4-G9) is provided for eommunity floodpleln management purposes. 04.E 1WIT NUMBER M. DATE PERMIT ISSUED 06. DATE MK II- ATE OF COMPLIANdEIOCCIrI'ANCY 1 ISSUED G7. This pant* has • in lesusd ton LI New COMQLCIion (._I .Oubstondd ImprtYvetnent ' 'OR Elevation of as-built lowest toot (Including basement) of the binding is: • _ 11- (m) Datum:_,. 09. DFC or (In Zen* AO) depth .1fooding at V. building Nate is: ft. (m) Datum:. LOCAL. OFFICIAL'S NAPE TITLE • commurtrt N* TELEPHdN E S$9N&1UI OA7 t COMMENTS • _ j,,,) Check here ii attochmemt$ u W'■ s c R o r o i u o A T i m o - I i , ( 'i 4. 9 9 D td Replaces all previous *Mons q• PERMIT WORKSHEET JOB ADDRESS )/R5 Ma,S/i Veit) eit) i TYPE WORK New SF/', PROPERTY OWNER 3L TELEPHONE 94 37q 7 CONTRACTOR B Qs-feC1 TELEPHONE 7` - 3 7 / 7 PERMIT NUMBER 0 3 — (9539c:2. DATE ISSUED a /y /a: INSPECTIONS: FOOTING o9 - 13 D 3 SLAB 3'17.03 11E BEAM LINTEL NAILINGISHEATHING FRAMING /COVER UP S '13 INSULATION FINAL BUILDING �CI .l1 CJ 0_5 CERTIFICATE OF OCCUPANCY 0 TREE PERMIT ISSUED? P RMIT UMBER ELECTRICAL PERMIT NUMBER ; 3 c l '2— DATE COPY SENT TO JEA 1 4 -,2S TEMPORARY POLE PERMIT NUMBER ( 17 - 03 DATE COPY SENT TO JEA 1 7 '63 TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRICS'I3. ?) RELEASED TO JEA TEMP. POWER G - 30 -03 RELEASED TO JEA c,- 30.03 TEMP. POLE RELEASED TO JEA FINAL '7 0 z MECHANICAL PERMIT NUMBER af.5 ?A �- / INSPECTIONS: ROUGH 5/ I t 1 3 FINAL 1 1 4 PLUMBING PERMIT NUMBER d5 INSPECTIONS: ROUGHIUNDERSLAB 3 '7 ,S r s3 0 3 TOPOUT WATERISEWER FINAL �") (C j 9 _5 DRAINAGE INSPECTION f POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILING /SHEATHING FINAL _ FAILED INSPECTIONS: DATE PD. _ DATE PD. 09 ..► . 41 or- r U' I / WIN Y i ` °' CITY OF ATLANTIC BEACH . J 800 SEMINOLE ROAD ,r s) J ; .. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 4)11 9` Application Number 03- 00025392 Date 2/04/03 Property Address 1485 MARSH VIEW CT Tenant nbr, name NEW SFR 1445RAD, 2900SUR Application description . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 203750 Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit BUILDING PERMIT Additional desc . Permit Fee . . . 772.00 Plan Check Fee . . 386.00 Issue Date . . . Valuation . . . . 203750 Other Fees CITY RADON SURCHARGE .36 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 13.05 AB CONSTRUCTION SURCHARGE 1.45 STATE RADON SURCHARGE 6.86 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 540.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 . Fee summary Charged Paid Credited Due Permit Fee Total 772.00 772.00 .00 .00 Plan Check Total 386.00 386.00 .00 .00 Other Fee Total 2256.72 2256.72 .00 .00 Grand Total 3414.72 3414.72 .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 0 ER 'AYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS ARE PART THIS ',' lI T • D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW a ° fk BUILDING OFFICIAL Jul.14. 2003 8 :27AM BESTCON, Inc. No.6682 P. 1/3 BESTCON, INC. 1484 Laurel Way Atlantic Beach, FL 32233 Phone 904 -246 -3747 Fax 904 - 246 -7126 Date: 003 To: Fax: _,/d///' /�� r ,► / Pages Including Cover: (04,:Cefr 6 4i /T Have a Great Day! Thanks BUILDING, PL- 1NNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUP. -1NCY WORK SHEET Date Requested: .1 / C 0 / /O Building Contractor: i Building Permit Number : 3 } 9 L - J Addr . l 1 t s3 C i � �' ( � Legal Description: • l - � - 1 I i1 eA 4,L Y P(r c Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as SEK Lowest Floor Elevation:._!' j required as built * * * * * * * BEFORE ISSUING CER77FICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY • Eire Public Works . ' 7 -/ - Oj 7 —(o ©3 Planning 7 (7' c'' 3 7- (y- 0_3 t_cl Building ' (/- t�-� 7 - (e(. 6 CC?-- FLOODPLAIN DEVELOPMENT INFORMATION Location:: , 0 1L , � Type of Develo Y fq Pe P Flood Zone; PrC/ Required Lowest Floor Elevation: R_ c If building is located within a flood hazard zone, a siavey.must be made AFTER TBE 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 cue of occupancy will be issued until the survey is on isle with the Binlci;ng Department- COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shalt be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7 -11 and all other laws or ordinances affecting the proposed development Date 3 's S'.,. s �J/V' Dew Use: Required Lowest Floor Elevation ' , As Built Lowest Floor Elevation 9 . (e Survey Fled with Braiding Department Building D + Repr rive • Jul. 9, 2003 5:O1PM BESTCON, lnc. No.658S P. FROM :CLARSOIV 8 ASSbCIATES FAX NO. :904 396 2633 Jul. 09 2003 63:43PM P2 I MAP SHOWING I3OUNDARY SURVEY OF LOT 15 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES'97 THR0u H 978 OF THE CURRENT PUBUC RECORDS OF DLIVAL COUNTY, FLORIo FVJ4: IBEBTCON. INC REF[RENCE: BEARNIQ SHOWN ON RIGHT- OF -WAY UNE HEREON IS TIC SAME AS mown ON THE ABOVE AIE1411O14E0 PLAT EL.VA1l0N5 SHOWN THUS: (9.$ AND REFER TO NATIONAL 9ECDE11C VERTICAL DARN. 1 1 1 1 LOT 8 1 1 LOT 9 1 1 LOT 10 - EASEMENT 55.00' DRAINAGE 1 •� 1 • I ( 5' b 1 5 5 I 1 LOT '15 I I • 'y `OON�;RETEPATIQ L• r—f � o g;r =. ; -1-,,, `. 1' ii'' - V O P " IF i 1 1 I � a 2 STO 1 RAME 1 ' IW 1 m D RLUNC #1485 -1 w VARYING E A V ES t F 1 FIN FL EL (9.63) p 1 - 1 3 I CARAGv FN FL EL (5.00) I 11 .^ 2ND STORY FIN FL EL (15.13) - y I y 1 1 ti- 1 O O 7 A�PM -.Il d * I s? O W *4 F \1 . ' d.- ....,,tu ENTRY 1 Q WW O 1 oi WWm O Z W (� 1 `e'+� - 1 21,1 m Yi a 1 , •' . p 1 to J O t Z ms_ . ,j,4' vo E. • rT • A �� ;II 6 5 sb I >, FA 1 : .:••••' �. ,o I r EAsENENT $4,15 NO W ' }gyp \1 �- FWeO IRON 55O0 ' Cer 170`' ne RAE NTD RAN7 PAO MARSH VIEW COURT (50' R /W) FINAL SURVEY: 7 -1 -2003 NOTE: FOUND ALL IRONS FOUNDATION SURVEY: 3 - 2003 NOT F OUNp ALL IRONS 1 Y NAT THIS SURVEY, PERFoRuED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: LONIMUM E CNNIOAI. STANDARDS FOR LAND SURVEYORS IN AC(IDRIIANCE 1II111 CNADT(iR 6'C17 6, FLORIDA 5 IWND c5405TE 555t$55T AbMINISTRAIIVE I.UV (PURSUANT 10 SECTION 472.02/, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2' FOUl0IRON t+ 1704 THERE ARE No .1981E ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 1/ gZ ra aTr IRON – IN t /Ot 11R,L At)PI . WM IMIE NOTE nit WI suN110E04 VEVED 1E04 AavEARs To LIE IS THIN ?tow a =ORAL ANTAE ZONES .t AS SCNm ROM 1HE rump NSIIRAA10E RAW CLAMOR AND ASSOpA1ES, INC. R A INO% MAPS. C0MNUNITY FIANFL _m__12 - r2 ['ATM 4- 17-55, 1513 1451D0 AVVI:., JACN3CN.ILLF FL. 3 %210 1 r p I e rAP Or cumNm SURVEYED I 17 2003 P.T. POINT OF MOM'S P.R. pp NT 1 17:1 0 WINED MEW cOMP0UN0 cuRIE (:ALE". 1 - 70' >F 4 so, F OtMID Iaf+T - - wRY FIELD 9OO) _ .: 7 a T : —AI., 1 n s T, c n n I1 R/W R • c YP .I C IlEuzdnuc., tip. 31 67201 S. St JOHN. SLUM* Fitp JACKSIONVILLE 32246 r 1 I • Date: - cq Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con - structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, ✓�� 1;11 OF A V BEACH Gary Perkins BUILDING OFFICE Dynamic Electric, Inc. .1uN'3 Re: / 5tT P , Residence: /or Address: J4S marsh vino P EN L. B • V pl� Q t,FtY 14 oA j, •• �i � • Permit # : d.3 �5 : �bm $ : � : D009273 : o per 2 .0 O.. �� A 2 /bli lyrd. % . 4..4 1 ,?A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025392 Date 6/04/03. Property Address 1485 MARSH VIEW CT Tenant nbr, name NEW SFR 1445RAD, 2900SUR Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 203750 Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 4 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. k 1 4 BUILDING OFFICIAL • 53c i Z CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / /)91 L Ur � (A) �4 _ OWNER OF PROPERTY: � TEL. c9 3 74f/ PLUMBING CONTRACTOR: /I D ine4ev /0)2 eAli. L CONTRACTOR'S ADDRESS: 3 77 r 32.44:01, � - a`Zo�- o /YJ STATE LICENSE NUMBER: - — 6-7 TEL. c,/Y -6 7/3 HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER . WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER Z.ALA -Y l .c itJ,� / TOTAL FIXTURES: X $7.00 + $35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONT RACTOR: ! _ % INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247 -5826. I 4- f 1,,. vi�jr / r) ' .� +,..,A CITY OF ATLANTIC BEACH�� , 0EMINO ROAD j t.7 w ATLANT C SBEACH, LE FLORIDA 32233 \,,,,,,,,„,_ o INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025392 Date 4/25/03 Property Address 1485 MARSH VIEW CT Tenant nbr, name NEW SFR 1445RAD, 2900SUR Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 203750 Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit ELECTRICAL PERMIT Additional desc . 200AMP,1PH,3W,240V Sub Contractor . DYNAMIC ELECTRIC COMPANY 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. C .� J fiNG O F b~ . o� , f 1 CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: y /p 206 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: I „ / i • MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: Reid 7k ,J„ JOB ADDRESS: / 5 5 71/1e2,64 j -t_eo e*� -tht RES.(✓) ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(✓1OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW( l INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM.(.- FEES SWITCH OR BREAKER AMPS I PH 3 W �� RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT & M.V. FIXED 0.100 AMPS. 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. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revi'P.rM (11/17/(11 #00: CITY OF ATLANTIC BEACH z , s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 1f1�3`' Application Number 03- 00025392 Date 4/23/03 Property Address 1485 MARSH VIEW CT Tenant nbr, name NEW SFR 1445RAD, 2900SUR Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 203750 Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit MECHANICAL PERMIT Additional desc . NEW HVAC Sub Contractor . CHAPPELL HEATING & AIR Permit Fee . . . 87.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 87.00 87.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t 4 BUILDING OFFICIAL 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT • IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. Street Address: /`/ 5 /Y), I?54 V, f Ev c j LOCATION OF Intersecting Streets: Beti Teen And BUILDING Sub- division H/0/67 eA ) L II. INDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical �/ Contractor (Print) em pay/ ��C�T ��q/�las�c tors ( ' 7 t e 0' 1 Name of Property Owner 8e5 f Co /4 f Signature of Owner ;� CAS Signature of Or Authorized Agent K Li r-- C� Architect or Engineer III. GENERAL INFORMATIC 1 A. Type of heating fuel: B. O Electric 1S OTHER CONSTRUCTION BEING DONE ON THIS O Gas: LP _Natural _Central Utility BUILDING OR SITE? yes O Oil O Other— Specify IF YES, GIVE NUMBER Qf cONSTRUCTION PERMIT .2 IV. MECHANICAL EQUIPMENT TO BE NATURE OP WORK INSTALLED O Residential or Commercial O New Building (Provide complete list of components on back of this form) O Existing Building O Heat _ Space _ Recessed X Central _ Floor O Replacement of existing system O Air Conditioning: Room ® New Installation (No system previously installed) O Duct System: Material TJu c � s ❑ Extension add-on to existing system Maximum capacity . O Other - Specify ❑ Refrigeration O Cooling tower: Capacity Rpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator : Manila _ Escalator (Number) (Received) ❑ Gasoline pumps (Number) O Tanks (Number) Remarks • ❑ LPG containers (Number) O Unfired pressure vessel Permit Approved by Date ❑ Boilers pp y O Other— Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ( (Tons) Agenc HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agenc 1 / — /_7 7 CIL Dello, iI�ANZ" - ,Lb TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 77 .-- - 16 '\' CITY OF ATLANTIC BEACH _ r) 800 SEMINOLE ROAD '-r ;4 v ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 4J.:31 Application Number 03- 00025599 Date 2/27/03 Property Address 1485 MARSH VIEW CT Tenant nbr, name ADD 17 FIXTUERS Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor DON HARRIS PLUMBING P.O. BOX 14668 JACKSONVILLE FL 32210 (904) 772 -0900 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 154.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 t Fee summary Charged Paid Credited Due Permit Fee Total 154.00 154.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 154.00 154.00 .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 OWNE PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS H ARE PART OF ( ' j THIS MIT ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PI. ITBING PERMIT JOB LOCATION: /5 A (i/t 4/ OWNER OF PROPERTY: X.:3e (407V TEL. 5?/ ,3,77 PLUMBING CONTRACTOR: P. CONTRACTOR'S ADDRESS: (9U4) 7/1u STATE LICENSE NUMBER: 4 0 9 TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW / SIN / KS SHOWERS ---) LAVATORY / WATER HEATERS 2 BATH TUBS DISHWASHERS URINALS / DISPOSALS ,....5 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS —7SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: // X $7.00 + $35.00= MINIMUM PERMIT FEE: $35.00 • SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR': ---- - ,:a p . INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826. A Ar *li t G r Y F ri r Jai fit yf JAN City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Flori ' : 2233 -5445 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http: / /wwwM,atlant _ • . .us BUILDING PERMIT APPLICATIO -- --- FOR SINGLE- FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE ) , I 3 JOB ADDRESS I g5 mar&'- Vu) Oaf( OWNERS NAME —&-001/11 n ( ADDRESS rp ; 1 . L4 1 / _Iff i/7HONE: c T LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER )6 ZONING DISTRICT +IZSQ, CONTRACTOR 101 \ /CiO15 STATE LICENSE NUMBER ete_,D a &o5 ADDRESS 1 Laure 1 Y` i ti PHONE at-1(p (`t CITY `IQ)14fC ?Mal STATE F' ZIP La33 FAX 9'/ 7/a DESCRIBE PROPOSED USE AND WORK TO BE DONE Nell � ` iI I, ,fli/ Zu1e//i PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION 0903 7,56. 3'O Is this an addition? NO If yes, what are the dimensions of the added space: feet by --- -feet Will the added area be heated and cooled? New electrical or increase in service? Nev., plumbing fixtures? Nev., fireplace? New heating / air conditionit Is approval or Homeowner's Association or other private entity required? If yes, please submit with this application. WILL THIS JECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MAT ? NO. 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 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. Please submit Energy Code Forms. Notice of Commencement. Owner /Contractor Affidavit if owner is ractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City all 800 Seminole Road. Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for t ; up - of f p s c- mg performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and /or proposed driveways. 4. If required by the Department of Public Works, a pre - construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL O :4 - TION ROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF 41, l t , DATE / i 3/0 E 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. 1 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 `C4'L�1 DATE 1 ) 3/d 3 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME ' i '4 0 MAILING ADDRESS I -�� / � -/ M l g �r �i��G�� PHONE cw�0 ` ,"S l 4� FAX fi, / ,. r E -MAIL ■ 1 r: a kJ* ../ 11i S' e9M ,`` ,,%f1IIIII // / / // SWORN AND O f ME THIS / DAY OF I k j «A ,' ,: pRY 7 -4;O •� I 1 STATE OF F �OtiVovrOUl . D VAL • �� ✓�' p • DD0 9 2737 : Q _ NO TAR Y'S SIGNATURE A4 • AS TO OWN i .; •.f fA°nded Wk , •• p ■∎�� ersonally known ��4&,.:• C •',. ' `` .`x'00% k ' • • • �, il identification S v T1�d� produced � th a 1►II�,, �` .• G : AR Y 1 rry .. ,��. # .4. pp AS TO CONTRACTOR: : *: .....1.. �4' Persoga}l�j.) aw :.•Z• O: Cia)99*Iced iil ification ,, Type of cation produced 6/18/02 i iG •• . ° b lloU nde :•• • ��. CITY OF ATLANTIC BEACH /' 800 SEMINOLE ROAD J i ATLANTIC BEACH, FLORIDA 32233 -5445 TS TELEPHONE: (904) 247 -5800 '' ^^ k.. - FAX: (904) 247 -5805 . SUNCOM: 852 -5800 ,, r " h ttp: / /ci.atlantic- beach.fl.us .\01 1.9 PLAN REVIEW COMMENTS Permit Application # v 3 -2-5 3 01'2 - Applicant: (S - C fn Address: .� r d'1 ' l (' :73 C+ . Project: i\,1/4 9 kiJ 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 L' t 2 f l (o 3 Signed Date Contractor Notified Date t LAN., CITY OF ATLANTIC BEACH J 'r �� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 s1 TELEPHONE: (904) 247 -5800 y , _41 FAX: (904) 247 -5805 SUNCOM: 852 -5800 �' i http: / /ci.atlantic- beach.fl.us 1.W PLAN REVIEW COMMENTS Permit Application # 3 - 253 9 Applicant: ,3 ' Address: k3 6 I'Y \ }- uu G4- K) enri 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 D / $ Contractor Notified Date 1 a � , DEPARTMENT OF PUBLIC WORKS 14 1200 SANDPIPER LANE ®: ATLANTIC BEACH, FLORIDA 32233 -4318 It TELEPHONE (904) 247 -5834 S)I FAX (904) 247 -5843 SUNCOM: 852 -5834 http: / /ci.atlantic- beach.fl.us ki /1,4 PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 3 3-- ,`3 3Cj - Applicant: r> Address: 1 L Project: N C L'i S $Z X Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: /i /_ — „.g 114., d/ .. / / ArgrAPPW r, 1 / 4 I/. / /%'_. &V ✓` i ;. Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Rev by Donna Kaluzniak, Public Utilities Director �i�a�� -�. _1 Date ///tr ignature • Contractor Notified Date / // 7/03 , , DEPARTMENT OF PUBLIC WORKS 'f r X 41 : 1200 SANDPIPER LANE J � ATLANTIC BEACH, FLORIDA 32233 -4318 s4 TELEPHONE (904) 247 -5834 %+ ii„ . - ° :: J FAX (904) 247 -5843 ...:. S _, SUNCOM: SUNCOM: 852 -5834 r — -' http: / /ci.atlantic- beach.fl.us sc re ( a M „ 4z3i., ,, PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03- - Z, 3 9 2 _ Applicant: l s+ «✓1 Address: 4e. - rn 6 Y ,51 C VJ C Project: N c,ArJ SP JZ a Your 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: (K / /- �i —,ri..,t.�7.:i /psi_ .i.rii�-� _ 1L+1 %�tt• s 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 / a Signature Contractor Notified Date / /i 7/0 3 FROM :CLARSON 8, . ASSOCIATES FAX NO. :904 396 2633 Jan. 14 2003 08:23AM P3 w MAP SHOWING PLOT PLAN OF LOT 15 SE AS SHOWN ON MAP OF HIDDEN PARADISE RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 979 OF THE CURRENT PUBLIC RECORDS OF DUvAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING RtrERENCE: BEARING SHOWN ON RIGHT -OF -WAY UNE HEREON IS THE SAME A5 SHOWN ON 11'IE ABOVE MENTIONED PLAT. — I I I I I 1 I LOT 8 i i LOT 9 j I LOT 10 1 I 1 ,o' PRIVATE OF;AINAGC EASEMENT 501 11 " E 55.00' I 5' 5' • t_1 � 1 2 "OAK 2 1 `',) 1 I ' _ a ni ! •AK "Si I I I I 9" ' DA • A I 1 _ . . L 1 I w 111///''�YYY� ■ ■ 10 I f ANAL 1 . N. t4. ' I' I N. b 12.0' n m I `J 7.* d IN Ii! m ' 13.0' N i0 1 1 Q 1. iT' jh; I6 1.-- co r I ; h 1 �N j 1 y PROPOSED DWELLING 1 e Y I �' \ \ .4 FIN FL EL 8.5) b . • I US 1- ift jj � n tt} a I- b Z 7.7• . 8.3' . h' A W O 0 O o - w I " I 10 w J 04 -0 n Q N W W 1• 1' NURCh� �+ 1 x j I W t :l t „ t , 1..-f.__ i lii Z 1 I� 1 J on aW Li °� V1 w �.�-� Tr c; o v o ao' BR l I P., I 1 I - - 0 .a W No .. Q el i _ _... 1 0 1 - �7,5' JEA EASEMENT cx„ouA i I N 1 01 '1 1 s 1 1 » 5 \ Q n City of Atlantic Beach , 1 v i p�tr+8 r • - - = _ a s Thb ap rov verifies piiattoe with appilcab� zoning, and other local land .. _ _ eta illations_ hut does not constitute .11. 2003. 3:08P0°••BESTCON Inc. No.1674 P. 4 NOTICE OF COMINE.NCEMENT Building Permit No. Soak 101187 Pago 951 Tax Folio No. STATE OF FLORIDA COUNT OF DUYAL (D no t write in this blank area • El $139 Reserved* recording purposes only). Tfa UNDIMMED hereby gives notice that fi proreerond will be made to certain real property, and in accordance with Chapter 713, Florida Stdmdes, the following inhe aetan is provided iti this Notice el Commencement. i. Description of Property: (Legal description of the property and street address, if available)_ Lot 15, HIDDEN RARADISE, according to tie plat thereof, as recorded to Put Book 54, Pty 97, 97A sad 970, of the current Public Records of Rival County, Florida. 1 General Description of Improvement,: Construction ofa ogle fondly residence. 3 Owner Information: a . Nome and address: Bestorn,Ine 1484 Laurel Way Jacksonville, Florida 32133 b. Interest in property `' Fee simple. h c. N ame and address offer simple titleholder (Other than owner): 0 03 \ 4. Caaracior_ (name and oddness) ; 9 gQ 7265 7 6) Betcon,lua r 9S 1484 Laurel way Filed A Recorded Jacksonville, Florida 32233 �� 0112N200d 0303132 Pi \P S. Surety CIUIT c00Rt ),.z a. Name and address: �� b. Amount rf bond f $ 1.00 CITY FEE f 1.00 6. Lender Itrformtadam: CO M f 1.00 a. Name and address: Se nnead Rank 200 Wet Forsyth &rent JadksoevAle, FL 32102 b. Designated Contact Darlene Riggs 7. Parsons within the Sate of ATcrida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(2)7.. Florida &Meter (Neale and address) Lynn Vernillya SttnP aal Beek, 100 Wert Forsyth Street Jackeoavlkk, FL 32202 8. In addition to himie(f. Owner designate Amiens Riggs of Sdw7hst Bade, to receive a copy of the Licnor s Notice as provided in Section 713. (a)(b). Florida Statutes. 9 Expiration date of Notice of Commencement (the aspiration doe is One (1) Year from the date of recording unless a difaant date is specified). Other expiration date: June 1, 2004 DESTCO INC –Whole, Its President STATE OF FLORIDA COUNTY OF DUVAL 2hisforegoing instrument Was acknowledged before me this — dry of January, 2003, by Paul W. Nichols., as Provident d f Beacon, Inc. a Florida corporation, on behalf • Mat eorpow,tion. He Le • .fly known to me L ,� ..n ... 3 1'. k PrapmudBy if ii 'lyf isT ` a: v , i_ I _ / { (`(.„ Joanne L' .,... i. . , i ate . . ?, SunTrwt son .1„,,,-": op7onda at i a r e . i!' 700 „„-, Fors th t . cc•�,. c.,,,,,,,, n C Exp Jacksonville, Pi :thq ' , . v , ^; wcm'n co • - n �x. 6rs i. t e ,;ay • a.. ... . , .w, _ •,'q ., ..t ` C; rim .. ---� ti, , .: n . ”.4: "faiaxitti. CITY OF ATLANTIC BEACH ' JS stl PERMIT CALCULATION SHEET 4 .N f xtk .gy rti3 !) Date: 2 1 d a 3 Address VW VS M0 2 4 V ► E.c.) L. )cA Heated Square Footage per sq ft = $ Garage / Shed (03 @ per sq ft = $ Carport / Porch @ per sq ft = $ Deck Q M @ $ per sq ft = $ Patio @$ per sgft= $ TOTAL VALUATION: $ 2.D33 e � Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: - TOTAL BUILDING FEE $ ZONING: Z 5 - z + 1 /2 Filing Fee $ FLOOD ZONE: URF _ (v) Fireplaces @ $35.00 $ C9 IMPERVIOUS S ACE: 7 fl O 7 (. BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ 1 Se. WATER METER/TAP $ " CAPITAL IMPROVEMENT $ 3 2 . ov SEWER TAP $ D C OHO RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ 3 ST(1.4oO) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 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, Bidet, and bathtub or shower 6 1 Z Bathtub (with or without overhead shower or whirlpool attachments) 2 C) Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 ' 2 Drinking fountain /lcemaker %2 < ' Floor drains 2 Hose bib 1 %� Z Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and /or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 //' 3 3 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 1—I Water closet, public installation 6 TOTAL NUMBER OF UNITS= .Z`3 MULTIPLIED X 20 TOTAL $ 514o, 'v FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Pro Name: Bestcon, Lot 15 Hidden Paradise Builder: Bestcon Const Address: Lot 15 Hidden Paradise / Permitting Office: j City, State: , �7 S QVSJ1 vet (boK/ ' Permit Number: Owner: ft(Qd 17V }f _ &Choi rZ 393 1 3 Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 48.5 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 10.50 4. Number of Bedrooms 4 b. N/A _ 5. Is this a worst case? Yes - 6. Conditioned floor area (ft 2137 ft c. N/A _ 7. Glass area & type _ a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 356.0 ft a. Electric Heat Pump Cap: 42.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft HSPF: 7.30 _ d. Tint/other SHGC - double pane 0.0 ft b. N/A _ 8. Floor types _ a. Raised Wood, Adjacent R =19.0, 136.0ft c. N/A _ b. Slab -On -Grade Edge Insulation R =0.0, 176.0(p) ft c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Exterior R =11.0, 1549.0 ft _ EF: 0.91 b. Frame, Wood, Adjacent R =11.0, 221.0 ft _ b. N/A _ c. N/A _ d. N/A c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1681.0 ft 15. HVAC credits PT, b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 125.0 ft _ MZ -C- Multizone cooling, b. N/A MZ -H- Multizone heating) Glass /Floor Area: 0.17 Total as -built points: 32041 PASS SS Total base points: 32983 r/-1 I hereby certify that the plans and specifications covered Review of the plans and zHE s r by this calculation are in compliance with the Florida specifications covered by this ti o � �F '•• Energy Code. ' calculation indicates compliance y'; ° -`4" " ' o 1, +=.. PREPARED BY: `?-3E\ \: ,S with the Florida Energy Code. ' a: , t,_,..,,, '' . Before construction is completed _ , e - v DATE: )2,/ ) 2.1 02._ I hereb this building will be inspected for : w '7-1 t ' a' certify that this buildi , as desi ned, is in compliance with Section 553.908 \ ./ A. ,- Y fY 9 compliance Florida ergy Co. .� Florida Statutes. ' �c OWN AGEN : GG'1t9Y / r '�; ! BUILDING OFFICIAL: DATE: -6 - Oca 1 ! DATE: EnergyGauge® (Version: FLR1 PB v3.21) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 15 Hidden Paradise, , , PERMIT #: I I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 2137.0 20.04 7708.6 Double, Clear SW 8.0 6.0 14.0 38.46 0.44 236.9 Double, Clear SW 1.3 6.0 36.0 38.46 0.92 1270.3 Double, Clear SE 1.3 6.0 6.0 40.86 0.92 224.6 Double, Clear SE 1.3 6.0 52.0 40.86 0.92 1946.9 Double, Clear NE 1.3 6.0 28.0 28.72 0.94 758.0 Double, Clear NE 1.3 6.0 36.0 28.72 0.94 974.6 Double, Clear NW 1.3 6.0 8.0 25.46 0.95 192.6 Double, Clear NE 1.3 6.0 54.0 28.72 0.94 1461.9 Double, Clear NW 1.3 6.0 54.0 25.46 0.95 1300.2 Double, Clear SW 1.3 6.0 30.0 38.46 0.92 1058.6 Double, Clear SW 1.3 6.0 8.0 38.46 0.92 282.3 Double, Clear SE 1.3 6.0 30.0 40.86 0.92 1123.2 As -Built Total: 356.0 10830.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 221.0 0.70 154.7 Frame, Wood, Exterior 11.0 1549.0 1.70 2633.3 Exterior 1549.0 1.70 2633.3 Frame, Wood, Adjacent 11.0 221.0 0.70 154.7 Base Total: 1770.0 2788.0 As -Built Total: 1770.0 2788.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 41.0 6.10 250.1 Exterior 41.0 6.10 250.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 60.0 295.7 As -Built Total: 60.0 295.7 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1581.0 1.73 2735.1 Under Attic 30.0 1681.0 1.73 X 1.00 2908.1 Base Total: 1581.0 2735.1 As -Built Total: 1681.0 2908.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 176.0(p) -37.0 - 6512.0 Raised Wood, Adjacent 19.0 136.0 0.40 54.4 Raised 136.0 -3.99 -542.6 Slab -On -Grade Edge Insulation 0.0 176.0(p -41.20 - 7251.2 Base Total: - 7054.6 As -Built Total: 312.0 - 7196.8 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 15 Hidden Paradise, , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2137.0 10.21 21818.8 2137.0 10.21 21818.8 Summer Base Points: 28291.5 Summer As -Built Points: 31443.8 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) 31443.8 1.000 (1.090 x 1.147 x 1.00) 0.325 0.950 12139.4 28291.5 0.4266 12069.2 31443.8 1.00 1.250 0.325 0.950 12139.4 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 15 Hidden Paradise, , , PERMIT #: 1 I BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 2137.0 12.74 4900.6 Double, Clear SW 8.0 6.0 14.0 7.17 1.76 176.2 Double, Clear SW 1.3 6.0 36.0 7.17 1.04 269.3 Double, Clear SE 1.3 6.0 6.0 5.33 1.07 34.3 Double, Clear SE 1.3 6.0 52.0 5.33 1.07 297.1 Double, Clear NE 1.3 6.0 28.0 13.40 1.00 376.6 Double, Clear NE 1.3 6.0 36.0 13.40 1.00 484.2 Double, Clear NW 1.3 6.0 8.0 14.03 1.00 112.4 Double, Clear NE 1.3 6.0 54.0 13.40 1.00 726.3 Double, Clear NW 1.3 6.0 54.0 14.03 1.00 758.9 Double, Clear SW 1.3 6.0 30.0 7.17 1.04 224.4 Double, Clear SW 1.3 6.0 8.0 7.17 1.04 59.9 Double, Clear SE 1.3 6.0 30.0 5.33 1.07 171.4 As -Built Total: 356.0 3691.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 221.0 3.60 795.6 Frame, Wood, Exterior 11.0 1549.0 3.70 5731.3 Exterior 1549.0 3.70 5731.3 Frame, Wood, Adjacent 11.0 221.0 3.60 795.6 Base Total: 1770.0 6526.9 As -Built Total: 1770.0 6526.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 41.0 12.30 504.3 Exterior 41.0 12.30 504.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 60.0 722.8 As -Built Total: 60.0 722.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1581.0 2.05 3241.0 Under Attic 30.0 1681.0 2.05 X 1.00 3446.0 Base Total: 1581.0 3241.0 As -Built Total: 1681.0 3446.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 176.0(p) 8.9 1566.4 Raised Wood, Adjacent 19.0 136.0 2.20 299.2 Raised 136.0 0.96 130.6 Slab -On -Grade Edge Insulation 0.0 176.0(p 18.80 3308.8 Base Total: 1697.0 As -Built Total: 312.0 3608.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 15 Hidden Paradise, , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2137.0 -0.59 - 1260.8 2137.0 -0.59 - 1260.8 Winter Base Points: 15827.4 Winter As -Built Points: 16734.1 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) 16734.1 1.000 (1.069 x 1.169 x 1.00) 0.467 0.950 9280.0 15827.4 0.6274 9930.1 16734.1 1.00 1.250 0.467 0.950 9280.0 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1PB v3.21 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 15 Hidden Paradise, , , 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 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As -Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12069 9930 10984 32983 12139 9280 10622 32041 PASS .......... . ...... ., y O, -,xE•ST9��' • ii i .,..: „ C u _ s „N. ,, 0 : 16 Mr ••.f 7 �e EnergyGauge DCA Form 600A -2001 EnergyGaugee /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 15 Hidden Paradise, , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 1 SECTION REQUIREMENTS FOR EACH PRACTICE f CHECK Exterior Windows & Doors i 606.1.ABC.1.1 Maximum:.3 cfm /sgft. window area; .5 cfm /soft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or e xceeded by all residences .) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPI4) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. , Lot 15 Hidden Paradise, , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 48.5 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 10.50 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft 2137 ft c. N/A 7. Glass area & type a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 356.0 ft a. Electric Heat Pump Cap: 42.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 7.30 _ d. Tint/other SHGC - double pane 0.0 ft b. N/A 8. Floor types a. Raised Wood, Adjacent R =19.0, 136.0ft _ c. N/A b. Slab -On -Grade Edge Insulation R =0.0, 176.0(p) ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1549.0 ft _ EF: 0.91 _ b. Frame, Wood, Adjacent R =1 1.0, 221.0 ft b. N/A c. N/A d. N/A c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1681.0 ft 15. HVAC credits PT b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 125.0 ft RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) •••' "TfiE s T 4 •''••.:,. in this home before fin, t .pection. Otherwise, a new EPL Display Card will be completed -' ti:.' :,,‘ ... 0,.%. , based on installed Cs i e an p features. 0).:' coy li �. � « = - / ,, ;;Jo „. O 1 Builder Signature: / A , Date: / -(Q .. ' a yt . 10(P-- h . 10(P-- 1 ' J /�/ A.-. ,r" • • C /FL Zi ( � Address of New Home: ' �� / _ / ty p: / �� /t `F D WE i ' *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRIPB v3.21) DATE: 9/10/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 15 Hidden Paradise **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For Jacksonville 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 42129 1404 39611 1650 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: 9/10/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 15 Hidden Paradise ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 62 88 134 88 372 COOLING 1550 3520 9916 6512 21498 HEATING 1984 2816 4288 2816 11904 WALLS TOTAL AREA 1770 1770 COOLING 4425 4425 HEATING 7080 7080 DOORS TOTAL AREA 60 60 COOLING 792 792 HEATING 1242 1242 FLOOR AREA COOLING HEATING SLAB 176 6406 RAISED WOOD 136 122 299 CEILING AREA COOLING HEATING UNDER ATTIC 1681 2606 2522 SGL ASSEMBLY KNEE WALL MISCELLANEOUS COOLING LOADS People Sensible Load 1500 Latent Load 4285 Lights & Appl. Load 1200 Latent Safety Btuh 214 Ventilation Load Duct Heat Gain 3198 Infiltration Load 2536 Sensible Safety Btuh 1734 TOTAL SENSIBLE LOAD 39611 TOTAL LATENT LOAD 4500 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 48521 BTUH Or 4.04 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 9343 Ventilation Load Duct Heat Loss 1473 Safety Btuh 1940 Winter ACH 0.7 * ** Total Heating Load 42209 BTUH Or 3.52 Tons * ** OWNER: Taylor Lot 15 Hidden Paradise SPECIFICATIONS DATE: 01/13/03 BUILDER: BESTCON, INC CONSTRUCTION JOB ADDRESS: Lot 15 Hidden Paradise 1485 Marsh View Court Atlantic Beach, F132233 All Items may not apply. (Mark those either "In Allowance," "Owner Choice," Not Applicable "N /A," None.) 1. FOUNDATION: FOOTING - Concrete Mix or PSI: 2,500 Slump: NA Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING- Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL - Material: Concrete Block If Concrete Block -Size: 8" x 16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS - Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS - Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD- Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE - Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE - Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R- Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: 2% Dursban GIRDERS- Material: N/A I Size: N/A Span: N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 1 of 18 CRC -022365 OWNER: Taylor Lot 15 Hidden Paradise COLUMNS- Material: N/A Size: N/A Spacing: N/A 2. FLAT CONCRETE: BASEMENT FLOOR- Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound/Sealer: N/A HOUSE FLOOR - Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish & Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound/Sealer: Broom finish SIDEWALKS- Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish & Curing Compound/Sealer: Broom PATIOS- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound/Sealer: Broom DRIVEWAY- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16' wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR -List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS - Spacing: '/z" x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS -Type: None Location: N/A CONTROL JOINTS -Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing '° blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 2 of 18 CRC- 022365 OWNER: Taylor Lot 15 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: Concrete Impregnated Lap Siding Size: 'h" x 8" Roof Sheathing Material: O.S.B. Size: 7/16" x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails- Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor -Floor Joists N/A N/A N/A N/A 2nd Floor -Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce /Fir /Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams ‘: N /A N/A N/A N/A Roof Bracing /Collar Ties #3 Utility Fir 2x4/6 N/A N/A 0 Exterior Trim Material/Grade or Species Thickness I Size (l BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 3 of 18 CRC- 022365 OWNER: Taylor Lot 15 Hidden Paradise Fascia Board Vinyl Soffit Vinyl Siding Corners Stucco Garage Door Trim Vinyl wrapped 2x8 PT Window Trim SYP PT 1 —'/i" 3 ' /Z" Door Trim SYP PT 1 —'/" 3 1/2" Rake Board Vinyl Exterior Beams Varies Exterior Posts Varies Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer /Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness /Size: Spacing: Nails: 1 -1/4" galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1 -1/4" galvanized Roof Edging: 6" pre - painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18" galvanized Roof Fans/Vents: 6' steel off -ridge 6. STAIRS: LOCATION JACKS TREADS RISERS Material I Size Material Size Material I Size BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 4 of 18 CRC -022365 OWNER: Taylor Lot 15 Hidden Paradise Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6 -Panel Metal 3' -0" 1 -3/4 Stanley Rear /Garage Generic 6 -Panel Metal 2'8" 1 -3/4" Stanley Sliding/Patio KINCO M50 6' -0" 5/8" insulated Garage ROLL -LITE Model 110 16'x7' 2 -1/2" ROLL -LITE Other: 8. INSULATION: Location Material Thickness R -Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3 -1'2" 11 Tyvek —1650 Ceiling Fiberglass Batt/Blow 9- 1/4 "/13" 30 Kraft 1700 BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 5 of 18 CRC - 022365 OWNER: Taylor Lo t 15 Hidden Paradise Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Style Size & /or Material Doors Generic Hardboard 6 -Panel Varies Casing Generic Finger jointed white pine WMP -256 2 -1/4" Base Generic Masonite WMP -623 3 -1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET - Antique Brass Dorian Varies Door Stops Generic - Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 6 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture ''A " Ceiling Nailed 3 Finish - Walls: Smooth Finish - Ceilings: Popcorn Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or MateriaUStyle or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 7 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASII HARDWARE & /OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: Type N FACE BRICK/STONE, Style/Number: $200 / 1000 Allowance Bond/Pattern: N/A Mortar Color: Off White Joint: Tooled Lintels: Steel — 3/8" x 3 x 3 Brick Tie Spacing: 16" OC FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattem: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w /felt Other: Stucco front & foundation only BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 8 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump /Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE42, AJH A42 -10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R -6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex -duct R -6 Return Air Ductwork Material: Fiberglass R -6 Insulated returns: Flex -duct R -6 Area Number of Supplies Number of Return Air Other Basement N/A N/A First Floor 15 1 Second Floor N/A N/A • Registers Brand Name, Style, & Number: CODY One -way throw - 15 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 9 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 14. PLUMBING: Waste Disposal- Public: N/A I Private: FL Water Services Disposal Field: N/A Water Supply - Public: N/A I Private: FL Water Services Pressure Reducing Valve - Make & Model: N/A Gas Supply - Public: N/A J Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3 /" House to Water Heater CPVC SCD40 Glue 3 /" House to Bathrooms CPVC SCD40 Glue 3 /" TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4" TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4" TO'/" House to Dishwasher CPVC SCD40 Glue 3 / " TO' h" House to Ice Maker N/A Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 10 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom- Fixtures Description -Brand Name, Model Number, etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D - 2710LHP /H62 /A62WH DELTA D- 1448LHP /H71 /A72WH Shower Faucet & Control DELTA D- 1324LHP/H71 /A72WH Lavatory Faucet & Control DELTA D- DELTA D- 2521 LHP/H22 /A22 WH 252 1 LHP /H22/A22 WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOV -60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops /Shutoffs: @ all lavatories, sinks, & toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: • BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 11 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33" x 22" Kit. Sink Faucet/Control DELTA 400 WHWF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook -up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81 V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company- Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 3 No. of Power Circuits: 5 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name- Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 20 12/2 with ground: 8 BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 12 of 18 CRC- 022365 k v OWNER: Taylor Lot 15 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept. /Outlet -Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 13 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 Single, Two 3 -way 1 Reg, 2 Recessed 7 Dining/Family 15 amp #14 CU 1 Single 1 5 Foyer 15 amp #14 CU 2 Single, One 3 -way 1 0 Halls 15 amp #14 CU Four 3 -way 4 2 Master Bath 15 amp #14 CU 4 Single 2 2 Guest Bath 15 amp #14 CU 2 Single 1 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 2 Single 1 7 Bedroom #2 15 amp #14 CU 1 Single 1 4 Bedroom #3 15 amp #14 CU 1 Single 1 4 Bedroom #4 15 amp #14 CU 1 Single 1 4 Closet #1 15 amp #14 CU 0 0 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU Two 3 -way 1 1 Garage 15 amp #14 CU 1 2 One (1) GFI BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 14 of 18 CRC- 022365 OWNER: Taylor Lot 15 Hidden Paradise 110 Volta ! e Wirin ! Detail continued): Location Breaker Wire Number & Type Number of Receptacles 1 Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 � I Garage (Outside) 15 amp #14 CU I Storage Room Attic 1 Pull Chain 1 Bath Fan 15 amp #14 CU 2 Garbage Disposal 20 amp #12/2 CU 1 Single Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 Single Exterior Lighting — Back 15 amp #14/2 CU Two 3 -way 1 Porch Exterior Lighting — Garage 15 amp #14/2 CU Two 3 -way 1 Exterior Lighting — Front 15 amp #14/2 CU 1 Single 1 WeatherproofRecepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp # 14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032 -30 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Porch Progress 5590 -31 1 Master Bedroom Closet Progress 3408 -30 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halts, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress 5815 -31 1 Front Porch (O/H) Progress 5590 -31 1 J Kitchen Sink (O/H) Recess with open trim 2 16. PAINTING: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 15 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise PAINT, EXTERIOR: Sherwin Williams in owner's choice of color Number of Coats: 2: N/A Siding: Lap Trim: Stucco/Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: Sherwin Williams 1901/1900 Walls of Finished Area: Sherwin Williams 1900/1901 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Sherwin Williams 1900/1901 Number of Coats: 2 Basements. Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Sherwin Williams - coats Glamorous White 1900 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 16 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB /SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7' -0" AFF Guest Bath Bath #1 VINYL Owner's Choice To 7' -0" AFF Bath #2 Foyer C /TILE Laundry VINYL Method of Installation: Floors: Thinset over underlayment 1 Walls: Thinset over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre -wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: PRE -WIRE ONLY Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 17 of 18 CRC - 022365 OWNER: Taylor Lot 15 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be fmal graded for proper drainage after or near completion of the house. Square footage and type of sod: Fully sodded Number and species of plants: 20 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee -Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, Fertilizing & See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 18 of 18 CRC - 022365 1 = c - " -c o 2/ ?r u, m m c � D = =4 'S 3 .m . mam mqm , a � c._o` gym= yr*yAit 3 0 cc0 comm. mcDm c° _ a ^' Egs A co s VP C g flr4=mst 10 - .6 ° _o W O M. ... am O . tea• •�• o o cD 'm ,y V CO m y ,A m A a. -1 3�co °-,1. 0 o 3 �jr m ag o ° cmmc°1 , 0 , 5 a m i 0�+ o co•o=om � °C ic. cn' os��n m * < °_;°, co *maoa• -rt cD A 3 �a.�. g „ . o ; r ° a s °' 3 a 8 r� - ri co $ . o'»a a • ° al aa- e aoo c o'( °.? 'a-°=cco comm= Dar cm= r +. a � "� c = �D ym3"A D. r m mme oa? am Boom - ; moo. m N sv aR y o ° c = '2 'v N � m m u, -s •� o .., mw- a �•er o m a = p m oo vi =roc,— o. o ma a m co c° a a - a Sao n ID co c ='p m "�' ? m om ? ?O.3 St m w o a' g , I . WIND FORCES STRUCTURAL ANALYSIS FOR Lo?_15- HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: 9ECEm 8 , 2002 LLP ----- 17 /2_/n,1 ( i 1 Date bne -(., P; L • Si t g" IS Hp The Z u b jgc.t" ,•ta.t,, re s ; /�+ C e tic, S ' Wirt e Po « S t i2_�� p �� - rt.iCttlY0.� e 9`c0 4 Stile- ._ 7 60 Fi0 0 •31y" 71 p a ROO TY.., 4 pa°r IYtiIlcf 51 1 1 ' '.`4 . Fr'QwI 5E Fat &L. Wall= : _ See SCG4a4iu�I. be oli archltectu4-4 Jr Y1 Ll O Y SIC fro S'� :,1J 41 ' h �2• 3 (o bolts (z its" ' � .0. L4-sf 6 �, Pei Uvt Less vto cultic-v.4. .S e h tea..(, S b ei y vi vnta.1.Q Ye-;, Per — O l� .ercJisc 1 49 Rod out ` 98 o•c• a4.44 at- oorwerl RooF 4 / iL&' s lieA...til.4., *Lilt p` 54 . cv -ww,,t w i fe. _n. .. i 7 n • � V '✓ . /hi 5 Ilya( tS• UAto 1110t-e. OiteXWiSe R�o P p'iLL ; tc) 12 f V�t",14 Ito C l L :- 2r P 1 5 t " P1001 Ore" ( Tti►c pfaafe. 4 p o fats 4 ooey6 S_ t o F R e tc . Pe c c wee ter- ' tio ..........................................L. • DATE: 4 • PO ` U'rt j Sheet 2. B) Wand s12 . t Zo N ( 3 sec us �) str� M f( tt 2 l 2t ° Ic uw� l,c,� -1-C,.... u Cxps � �j IMpottaac Fc ctor, I = 1• o WUwt t,o(dne. 9k 'xi s ife to o i 00 e) , l i to es S tYwvtu► -ta -rn t- ) t p irea;1t C.7 / r 6, Prot 'Pa CoVter�6► • can ft�, � t ,, cock , t , o, - �fcc wt` WIC, ~ lt, rouRi Fa u t to • P s.r t Shown b to T ANLE 16 . _ . . 06.1A WIND-BORNE D EBRIS PROTECTION FASTENIN Not FOR WOOD STRUCTU RAL PANELS- F ASTENEA.SPACINQ pn.) Double - Needed Nails ®1.1 SI: 1 ioc125.4 mm 1 foo�30.3 mm Notes: I. This table is based on a maximum wind speed of 130 mph (58.m/s) and Mean roof height 6(33 2. Fasteners shall be installed at opposing ends of the wood structural 3. Where screws are t feet (10 m) or less. attachd to masonry or masonry/stucco Panel. reset, 49016 (2180 kaN they shall be attached using vibration - resistant an 4. Nails shall be IOd common or 12d l ox double chars having a minimum withdrawal headed mails. tbdrasval tepee_ c) 0 pe444A 0 S k l :S tIttct 4- Vei1LI be- 444•444 at.-9 aS P . opev crAe- C) / a meyx• uplift ot IR,ouF SI, Cco i` vwp ntet- p c w i Fur 8 ct G um N.-4) P �U 52. ��S .N. (46.4)(Z)(0-6)= sp w 0. IbS . lrli Pt per Ft_ tm Ins w (el .s t' s C A � ` nAt�l'e P( b3a) 414 O4 ) ( oc v e it 9 i r , 4, , 3 ol= atia,- Roof AIN( .fez F0 (Ai b, () ()e i o --es. t.. . 'v I • DATE: 12 t L " N✓ "t Sheet lYt a�;, v? oft stfefixo is .$PH vv% 3 kr/ / piavIdt 12..kici) co. 5.0 /144 c 3 2, pe /4 rZ. C�] S t /) / s 4 /'� d. C oo o_c . / i Yoe✓• '''� ) Q` ,t .2. 000 ): C t 33) /5 - :532 igivac_ ` oat (u tck; cam► Ito gal v-h. 6 "o -G C'Md ea/44z a 31 (20 i pao) ( / . 33 ) C> Fromm <4 . '.- roc. - tia� ,• • Ta,s„•, cn, %Z:# A 36 801.4 = P " 1 0r 0 • Z� c f�e SSe� F et E G Soopsi F = 3G000 Ps► 46 - 0.2 42. 42. = 6 6 = 6 e FFGGE, -�d, , 4( A P' T �6 _> � _ 2190 Ibs X ��$.. thick rocI s�� or 1 990 Ibs F.._ <<n., try= -L �b1. ( uoo�t):- i400 . si A36 Wa Sh•rs... twcute.cP _ S Fb- Li4lvr4 .)= (1Oo)41 32j = 5.32 P m. 5qs' s psi 0-4 ��b 54 ` 2 7...les Cs Co 7') (o. TS)(z/sXS4C)`C�l4)= gar16.�.�. S PSG 5 Fi r /1114 �' M�S =� /O.OV ,.r.� • 9 — I eih S ivvt /} Nn c.t1° r 'loft 35 :ft i4tCvw q al T c► w� ' /Z: AU, 3 � • k• 3,9 _) Ft I4 o Ihr (ice. above) . ho 11 = 350 FY,•, .qb or o•il A F l.ftaJ4,j,<< 546ar _ 3504 _ � J C15oo = 1957 Ibs i v Y (042)(0-2-)( 36 1000= 869 /hi DNIa11n8 -3003 wawa dallio 4 . . Z 0 Or9 C A y N O O _ "p 11 3 p - ed '0 m a C a (n y y y O 1-- r • < y C C N 7 N ° O -i CD C -• ti %.0 t 7 Al 7 O 0 P' GM 3 (Q y y y C < C < y 7 co Al 7 pl ° '- N .. m d c y 7 t 7 B O a m a 0 9 W W y y 9: m C O < E 0 a o 0 n m y 0 0 y N m W CD m y Z a Q -, 0 a V ! 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Ela Int N N _ _ 9 V.. • _ 1 l • VZ'909j 318Nd I ' i i 1 • t 1 i DATE: ! � 12 L - 644j -rt p-&-- Sheep , , . ._ t-ab5 Hp b) wu,eac- s tr,.r .c. , us rn FeC. - 2001. entocie% p3 Y- . • S ti` warv% A s co LID tAt► .; . • • Building, simple diaphragm: A building which complies a 340 011111111111111 1 111/ with all of the following conditions: ' ' • 1. enclosed building, sLCfnai 2. mean roof height, h, less than or equal to 60 ft (18 m), • 4E 3. mean roof height, h, does not exceed least horizon- - tal dimension, �E7 ROO 4. building has an approximately symmetrical cross mow section, IONE S. building has no expansion joints or structural sepa- 1 DINAL . tgl rations within the building, 6. wind loads are transmitted through floor and roof 1E� <:� s. - diaphragms to the vertical lateral- force - resisting - 1E systems, and _. ___ 7. if the building has moment - resisting frames, roof WIND RANGE • slopes do not exceed 30 %. FIGURE 1608.2b , MAIN WIND • FORCE LOADING DIAGRA WNIDWARD ROOF . ff I ' LEEWARD ROOF WINDWARD ROOF • t_L. L_ _ �.� l._t_.1 _ l._ . 1.1 / ■ LEEWARD ROOF • • W • eil 111111111111.111111 NMI TRANSVERSE ELEVATION LONGITUDINAL ELEVATOR • 1 • FIGURE 1608.23 • APPUCATlON OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS I f I! TABLE 1606ap HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS C D IS 1.21 • 20 1.00 1.29 1.47 25 1.00 1.35 1.61 30 1.00 1.61 35 1.05 1.45 1. 40 1.09 1.49 1.70 45 1.12 1.53 1.74 50 1.16 1.56 1.81 55 1.19 1.59 1.81 60 1.22 1.62 1.87 Note: All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. Seta m Ott ,& \iteet itAiliOkte i (Yi WIC ? e.:4. or s W; 0I1 Ts - 1 , I, I, 3 ; t e) , 1 I I ■ 3 c) El) �w r 1-..1 , Z Lr- ° L e 6r-11 , r ' N N dl__ -- , _ - - \/I 7 d C /\ 1111111-11l�.111� cam_ 1--1 i 1 I 1- E r 0 ',! 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Far Uall O , to x^-Q & - = 1 1 3 45 16 ?„... watt Wt°-t.al.t.1 - u - C lbsI FL) 3b6 ` -e f "► or "c (itsi }c ) — t \( ti i v t e 7/16 S 1�, N ILL n ON 3"/ 12 w T ccr)44-w4 r nom . Oat o Ct) LSTMU r" Sl s0 / FOY k61 L 4 J 4it lou Ll, Oatj o p WejQp 0 ' 0 I 1 6 I • i /\ /\ /\ /\ (\ /;) \ ‹- ,/ ' 1 r 1 1 , ' IMI . SOLID WALL (FULL HEIGHT =� - ^ I - v.10 MI , •. - 1 M I L €/ 1 1 _ v _____ ___..... ......i f k • I • 6. , ip• ._ _ • . • . , .. . . PAGE 1 Date: 12/02/2002 MANNING BUILDING SUPPLY LOG #: B0892A TRUSS DIVISION JOB #: JACKSONVILLE A alesman: JOHN FERGUSON Pitch: 16 "/12 cu stomer: BESTCON HOMES Job Name: PLAN 2137 m Address: 2440 South Beach Parkway Address: LOT 15 HIDDEN PARADISE Jacksonville Bch,FL. 32250 resigner: KEN. Left Right Ity Span O.H. O.H. Description m o 1 20'7" 0' 0' F1 5 20'7" 0' 0' F2 4 5'5 "8 0' 0' F3 `RAISE^ 1 15' 3 8 0' 0' F5 & SEAL 1 13' 0' 0' F6 5 10'11 "8 0' 0' F7 1 10'11 "8 0' 0' F8 ** Hardware Floor ** 18 I THA422 SY42 Hanger 0 ,„ 2 J SUR410R Face Mt 3.5/45' Skew R 4 S HGUS412* 2 -ply GPLam Hanger 1 U HGUS412R 2 -ply GPLam 45'Sk R 24 - Trusses 25 - # of Hardware 0 - # of I -Joist 0 - Piggy's 0 - Jacks 0 - # of Beams 0 - # of Rim Board 24 - Total Trusses flo ro • o CI) CI) +' o W W a 1---1 W � a U) Z ¢ 0 CO C- RI Cr 0 mz 0 m 1 CE co 1- - - � E 2 C� CE o o� 0 0 0 E - (5) N O Cr z a_ � mwOZ> Z u 0 1-1 W PIP F- w r - w a 1_1._ Z W Cr CrOZ- --000 (-9 0 0 CE W QDSJU7 I- CO mf-J0 J U) CO Cr CC J N F- 1--1 Q CC¢0 -o .. m s (f)=Z �F-a --.w>- •• w a 0 W W 0 N J3 c.7m F- N (f) m LO Y J > - Q CD nn 0 JHw1 CO O V dm N .. ---I .. LO 0oQ Z0.. 0 J 1- Z J W 0� 0' cr w 07 - 0 Q Q F __� J W CO W I- W 0 Z o[�Y0U m3 a X L 0_ _J O m O -J CD oaw000Z a a W Z I .. F- .. 1-I O m> F- Q Z H. 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I T 04, 1p Pm XII HARDWARE SCHEDULE 1 ma REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 332 1550 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 3380 3581 2000 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28 -2 6245 7811 2650 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28 -3 6245 7811 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 800 1001 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL /R 210 1330 1661 1250 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 960 1201 625 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 2741 1340 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3630 414 1550 (22) 16d (6) 10d X 1.5 SYS 42 " J SUR /L 410 1860 2331 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1201 245 (14) 10d (2) 10d X 1.5 I- JOIST L IUT 312 -2 1855 2321 905 (16) 16 (6) 10d DBL I -JOIST M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR /L 310 1860 178 720 (14) 16d (6) 10d X 1.5 I -JOIST O SUR /L 314 2395 179 960 (18) 16d (8) 10d X 1.5 I -JOIST re P LSSUH 310 1385 1051 990 (14) 16d (12) 10d X 1.5 I -JOIST Q HU 11 2185 2271 920 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 5472 6841 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 1133 4780 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10641 8755 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 10641 8755 (56) 16d (36) 16 d 2 PLY LVL ✓ HUC 412 6102 6801 3100 (56) 16d (36) 16,d 2 PLY LVL W HGUS 5.25/12 9535 1133' 4780 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 966 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H165 NA N • 1600 (10) 10d (2) 10 d TRUSS UL2 H16 NA N 1600 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA N • 1600 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA N • 1000 (7)10d EA. SIDE NONE TRUSS ow UL5 HTS 20 NA N • 1450(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213" (26) 10d TRUSS UL7 MGT NA N • 4200 (22) 10d PLUS UL8 gm UL8 PHD 5 NA N • 4500 14 SDS 1/4X3 ADD UL7 TBS 2 -24 (4) 10d X 1.5 TRUSS BRACING 12 BRITE COM "!" 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS oe 5 5 aS -1I 5 55.-7-.... • ••v ✓✓ ...—•.........• ata T mweno+s The THA426 and THA426 -2 provide connectors for 24" floor trusses. The THA series' extra long straps allow full code nailing and can be f „ field- formed to give top flange hanger convenience. m MATERIAL: See table. FINISH: Galvanized 1 INSTALLATION: • Use all specified fasteners. See General Notes. +sw • With single 2x carrying members, use 10dx11/2" nails into the carrying member, and 10d or 16d commons into the carried iv member, and use 0.81 of the table value for 18 gauge, and 0.68 • I H of the table value for 16 gauge. c J • ® aso Two different installation methods may he used: THAC422 I Maximum nailing- Install all face nails according to the table. 2'/2 for Nails used for the joist attachment must be driven at an angle so It 1 THA422 -2 / that they penetrate through the corner of the joist into the header. ` , y� + I ; THA426-2 W Minimum nailing -For the THA29, the minimum nailing schedule �� "1 requires the use of joist double shear nailing as detailed above, THA29 - „HO ir and that the strap be field- formed over the header a minimum of 2 A minimum of four top and four face nails must be used. THAC422 THA • For all models except the THA29, the minimum fil. nailing schedule may be followed where a . double shear nailing is not possible, provided t - + - . 4 Top Nails the strap is field- formed over the top of the ' �,� = A - 4x Nailer header a minimum of 11/2" for the THA213 Fy. 1' ,ice • and THA413, and 2" for a ll others, and a �_w +s `"" s c r, i' N' t a mi. minimum of four top and two face nails � � �� f i t , y�� 2 2 � ' , <:ta w �': • 1 are used. The joist double shear nailing ) + + , Face_ tabs are easily straightened so that the �� +t L v � ; Nails (1 t nails can be driven straight into the joist. . " ' 't �g x; ` 1 2 9 1 �, Pm CODES: BOCA, ICBO, SBCCI NER -209; City of L.A. Q�p r ,'t "� 11 93 � ,,� �w'''1 y ij ` , a RR 24949; Dade Co., FL 98- 0724.06. s ' t ey t i ice " + t _ ,'..,-,?:),,,,,A.:2,,,, 1,,A I{ri Typical THA Installation ( 1 i' , i ll- Joist Straight Nails IPP A . Dome Double Shear Typical THA Nailing prevents Double A ir.. Minimum Nailing If tabs breaking off Shear 00 Double Shear Configuration on (available on ®w Nailing -- a� j Nailing Top View a 4x Nailer some models) Side View /, �' U.S. Patent 4,480,941 (except THA29) U.S. Patent 'mill Canada Patent 1,193,418 we+ 5,603,580 Dimensions Fasteners' Doug- fir - Larch/Southem Pine Spruce -Pine -Fir ve Minimum Down Allowable Load& Allowable Loads Carried Model Ga Carrying Carried Avg. Uplift2 Uplift 1 Member No w: H;, c Member Member Ult ‘;"6"01' 1 ; Floor Showy Roof (133 & Floor Snow Roof z ci Top Face Straight Slant (100 )• '(115)•;`(125) 160) (100) (115) 1 (125)- U MINIMUM NAILING —TOP FL ANGE foP 2x4 THA29 18 1 % 9 'X8 5% 4 -10d 4 -10d — 4 -10d 8167 750 2260 2310 2350 750 1740 1 1785 1815 z 2x6 THA213 18 1% 133{ 5% 4-10d 2 -10d 4- 10dx13 , — 5343 — 1615 1615 1615 — 1280 1280 1280 cr cr 2x6 THA218 18 1% 17%, 5%, 4 -10d 2 -10d 4- 10dx1X — 5343 — 1615 1615 1615 — 1280 1280 1 1280 z o (2)2x10 THA218 -2 16 3y 17% 8 4-16d 2 -16d 6- 16dx2X — I5085 — 1635 1635 1635 — 1465 1465 1465 n (2)2x10 THA222 - 16 3% 22% 8 4-16d 2 -16d 6- 16dx2X 5085 — 1635 1635 1635 — 1465 1465 1465 f 4x6 THA413 18 3% 13y, 4% 4-10d 2 -10d 4-10d — 5343 — 1615" 1615 1615 — 1280 1280 1280 0 = 4x10 THA418 16 3% 17% 7/ 4 -16d 2 -16d 6 -16d — 1 5085 — 1635 1635 1635 — 1465 1465 1465 7, c 4x10 THAC418 16 3% 17y, 7V/ 4 -16d 2 -16d 6 -16d — 15085 — 1635 1635 1635 — 1465 1465 1465 m -.) 4x10 THA422 16 3% 22 7 4 -16d 1 2 -16d 6 -16d — 1 5085 . — 1635 1635 1635 — 1 1465 1465 1 1465 MAXIMUM NAILING — ALL NAIL HOLES FILLED 2x4 THA29 18 1% 9 % 5 ) — 116 -10d1 — '4 -10d 8250 750 2125 2310 2350 750 `1740 1 1785 1 1815 0 rn 2x6 THA213 18 1% 13%, 5y, — 14 -10d — 4- 10d17983 930 1795 1840, 1870 780 1385 1425 1450 c. a 2x6 THA218 18 1% 17348 5X — 18 -10d — 1 4-10d1 9120 930 1795 1840 1870 780 1 1385 1 1425 1450 (2)2x10 THA218 -2 16 3% 17% 8 — 116 -16d1 — i 6-16d111500 1550 2830 3050 3050 1355 1 2385 1 2740 ; 2820 i, (2)2x10 THA222 -2 116 3% 2231 8 — 122 -16d) — 6-16d113067 1550 3510 1 3595 ' 3650 1355 2705 i 2775 2820 4x6 THA413 18 3% 13y, 4% — 114 -1 od I — ; 4-10d1 7983 930 1940 1 2235 2400 780 1 1660 1 1910 2075 4x10 1 THA418 1 16 3% 17X ; 7 — 116 -16d 1 — 6-16d111500 1550 ; 2830 1 3050 3050 1355 2385 ; 2740 2980 1 flit I 4x10 i THAC418 16i 3% ; 17X 7 1 - 116 -16d1 — 6- 16d111500 1550 1 2830 3050 3050 1355 2385 2740 2980 1 4x10 1 THA422 ' 16 i 3% 1 22 : 77/ ! — 1 22-16d1 — 6-16d113067_ 1550 , 3630 1 4090 4145 1355 3075 ■ 3145 3195 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3. Roof loads are 125% of floor loads unless limited by other criteria.Floor loads may be adjusted 2. Uplift has been increased 33% and 60% for earthquake or wind loading with for load durations according to the code, provided they do not exceed those in the roof column. OM no further increase allowed; reduce for other load conditions as required by code. 4.160% uplift load for THA422 -2 and THAC422 -2 is 2060 lbs. 60 lo v 4" te Imo www.U 5 Pconnectors.com A e -mail: info @USPconnectors.com Plated Truss Hangers f vz Heavy -Duty Truss Hangers — THDH series 4* Materials: 12 gauge Finish: G60 galvanizing ') Codes: ICBO 5441, SBCCI 9851A, BOCA 98 -15, L.A. City RR25361 Patents: #5,217,317 '` - Installation: Q • Use all specified fasteners. See General Notes, page 5. • The dimple nail guides on the THDH models allow 45° nailing. Drive joist nails into dimple guides at 45° to achieve listed loads. b See ANSI/TPI section for truss chord applications: pages 133 -135 for EWP applications 2172 Dimensions Fastener Schedule Allowable Loads (Lbs.) J USP Steel Floor Roof Uelift ° Joist / Truss Size Stock No. Ref. No. Gauge W H Header Truss 100% 115% 125% 133% 160% i ° ° ° ° � � 3 -1/4 x 9-1/2 THDH3210 HGUS3.25 /10 12 3 -1/4 9-3/8 (46)16d (12)16d 7910 8260 8260 3490 3490 ! ° ° I 4. I 3 -1/4 x 10 -5/8 TH0H3212 HGUS3.25/12 12 3 -1/4 10-5/8 (56) 16d (14) 16d 9475 10895 11840 4790 5750 1 • ° ° ° (2) 2 x 6- 8 TH0H26 -2 HGUS26 -2 12 3.7/16 5 -3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 °° ° it irl (2) 2 x 8 -10 THOH28 -2 11GUS28 -2 12 3 -7/16 7-1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 H I °° ei (2) 2 x 10 - 12 THDH210 -2 HGUS210 -2 12 3 -7/16 9 -1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 �- a 4 x 6.8 THDH46 HGUS46 12 3 -9 /16 5 -3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 / - 4„'N.. -- --...,,,e- w we 4x 8 - 10 THOH48 HGUS48 12 3.9/16 7 -1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 4 x 10. 12 THOH410 HGUS410 12 3- 9/16 9-1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 4 x 12. 14 TH0H412 HGUS412 12 3 -9/16 10-1/2 (56) 16d (14) 16d 9475 10895 11200 4790 5750 THDH 4 x 14.16 TH0H414 HGUS414 12 3-9/16 12-1/4 (66) 16d (16) 16d 10990 11325 11550 5475 6570 (3) 2 x 6 - 8 THDH26-3 HGUS26 -3 12 5-1/8 5-3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 (3) 2 x 8 - 10 THDH28 -3 HGUS28-3 12 5 -1/8 7 -1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 1 (3) 2 x 10 -12 THDH210 -3 HGUS210 -3 12 5.1/8 9-1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 li (3) 2 x 12 - 14 THOH2123 HGUS212 -3 12 5-1/8 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 it (3) 2 x 14 - 16 THOH214 -3 HGUS214 -3 12 5-1/8 12 -1/4 (66) 16d (16) 16d 11105 11840 11840 5475 6570 �,t 5-1/4 x 9-1/8 THOH5210 HGUS5.25 /10 12 5-1/4 9-1/4 (46) 16d (12) 16d 7910 8260 8260 3490 3490 •q,�8 5-1/4 x 10-3/4 TH0H5212 HGUS5.25 /12 12 5 -1/4 10-3/4 (56) 16d (14) 16d 9475 10895 11840 4790 5750 • t3 It 6 x 10 -12 TH0H610 HGUS5.50 /10 12 5 -1/2 9 (46) 16d (12) 16d 7840 9015 9800 4105 4930 • e °i @ ' 6 x 12.14 THDH612 HGUS5.50112 12 5-1/2 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 l ir 6 x 14 -16 THDH614 HGUS5.50 /14 12 5-1/2 12-1/2 (66) 16d (16) 16d 11105 11840 11840 5475 6570 Z" 7 -1/4 x 9.1/4 - 14 THDH7210 HGUS7.25/10 12 7 -1/4 9 (46) 16d (12) 16d 7840 9015 9800 4105 4930 4 7 -1/4 x 11 -1/4 - 16 THDH7212 HGUS7.25/12 12 7-1/4 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 Typical THDH double It 7 -1/4 x 14 - 18 TI-10H7214 HGUS7.25/14 12 7.1/4 12 -1/4 (66) 16d (16) 16d 11105 11840 11840 5475 6570 shear installation 1) Uplift loads have been increased 33 -1 /3% or 60% for wind or seismic Toads; no further increase shall be permitted. 2) Joist nags need to be toe nailed at 45' to achieve allowable loads shown. 3) Minimum nail penetration shall be 1.15/16 for 16d nails. ' Specialty Options — refer to Specialty Options section for additional details. 4 Option SkewedU Sloped SeatU Sloped 1 Skewedui ills Range 1' to 45' 1' 10 45' skew 1' to 45' IV sloped 1' to 45' .a Allowable 85% or table load. 5211, of table load. 52% of table Toad. Loads Ordering Add SK. angle required. Add SL, slope required. See sloped and skewed. Drive joist nails 7 and right (R) or left (L), and up (U) or down (0), Ex. THDH410- SK45RSL300 Into header at to product number. to product number. 4 to achieve * listed loads. 1!e Ex. THOH410SK45R Ex. THOH410 -SL300 71' 1) Skewed hangers with skews Greater than 15° may have ail joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15' may have additional joist nails. 3) All sloped. skewed or combinations reauire bevel cut on joist in all appticadons. vi sg)Copyright 2000 United Steel Products Company USP789-0o1 137 4 rim MANNING BUILDING SUPPLIES Ken Parker 20 Nov 2002 11:48 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 4" Project : B0892A.FBD BESTCON LOT 15 HIDDEN PARADIS Mark # : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 " Max Defl : LL = L/360 TL = L/240 Composite Action : No �J 3.5 ", 56511 4.0" /5o psi 3.5" f5U psi " p Li p L 15.5", btb5 psi 3.5 , 750 psi psi 3' 1" 1 11 ' 8 1/2" I 5' 8" I 8' 0" 1 LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf, Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0' 0" 28' 5 1/2" 3' 41 /2" s.c. - CRY A6 fo , 2 Uniform(plf) 100 0 100% 0 0'0" 28' 51/2" WALL 3 Concentrated(lbs) 1200 857 125% 0 5 7 3/4" 01 GIR 4 Concentrated(lbs) 2669 1906 125% 0 7' 7 3/4" CRY G2 5 Concentrated(lbs) 1126 804 125% 0 22' 6" H1 GIR 6 Span Carried(psf) 42 30 125% 0 0' 0" 28' 5 1/2" 4' 0" s.c. - 4' ROOF 7 Span Carried(psf) 55 40 100% 0 0' 0" 15' 0" 11' 0" s.c. - F7 FLOOR 8 Span Carried(psf) 55 40 100% 0 15 0" 28' 5 1/2" 26' 0" s.c. - F4 FLOOR Uniform(plf) 15 0 0 0 28' 51/2" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from Left end of the specified span. LOAD PATTERNS (* = span loaded) 1 2 3 4 1 * * * * 2 * * f 000 3 * * 4 * * * 5 * * go 6 * * * SUPPORTS(Ibs) 1 2 3 4 5 Max R'n -156 10054 8364 8670 3663 01 " Max 100% 378 2315 3073 4302 1840 Max 125% 175 4119 2356 1684 558 Min R'n -2689 3621 2935 2436 1162 Min 100% -637 240 1049 1217 -85 io Min 125% -1343 156 131 -248 -18 DL R'n -1002 3621 2935 2684 1265 Min Brg(in.) 1.50 3.83 3.19 4.38 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 750 565 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5228 2 0' 2" 74 13300 125% 0.39 M(ft -Ibs) 9968 2 4' 7" 73 44445 125% 0.22 Ps LtRn(Ibs) -156 0 0' 0" 72 6921 100% 0.02 See Note #5 RtRn(Ibs) 3663 0 28' 5" 73 9188 100% 0.40 See Note #5 IntRn(Ibs) 10054 0 3' 1" 74 10500 100% 0.96 See Note #5 LLDefl(in.) 0.00 1 1' 6" 73 0.10 L/14533 TLDefl(in.) 0.00 1 1' 6" 73 0.15 L/11686 So LLDefl(in.) 0.07 2 5 10" 73 0.39 112015 TLDefl(in.) 0.11 2 5 10" 73 0.59 L/1311 LLDefl(in.) -0.01 3 2' 10" 73 0.19 116808 TLDefl(in.) -0.01 3 2' 10" 73 0.28 L/6370 ep LLDefl(in.) 0.03 4 4' 0" 73 0.27 112992 TLDefl(in.) 0.05 4 4' 0" 73 0.40 111996 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User g. G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. le r" MANNING BUILDING SUPPLIES Ken Parker 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 20 Nov 200211:48 am FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 m ,,, 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the Input loads and product application. ro 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Provide approved uplift resistance at supports with negative reactions. 10. Verify that load is applied at top or equally from both sides. 11. Nail plies together with 16d nails ©12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 12. Max/Min reactions are based on the applicable load combinations outlined In the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 13. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 14. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 60 = D + 133%, 60 =D +100% +115 %, 70 =D +100% +125% "" , 80 =D +100% +133 %, 90 =D+ 100% +115% + 133 °4 /2, 100 = D + 100% + 115%/2 + 133%, 110 = D + CommercialLd(100 %) 15. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). ea PEP PPP Imo PP ee Po MANNING BUILDING SUPPLIES Ken Parker 20 Nov 200211:49 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis 01996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 PP Project : B0892A.FBD BESTCON LOT 15 HIDDEN PARADIS Mark # : BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 00 Max Defl : LL = L/360 TL = L/240 Composite Action : No PP J 3.5 ", 565 psi _ 3.5 ", 565 psi r 20' 0" gpo BEVEL CUTS Heel Ht(in) Slope( /12) Offset Depth @IFS Left 5 3/8" 8 15 7/8" 7 3/4" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf, Roof: Live =30 psf, Dead =12 psf. !t" Live +Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 3638 2646 100% 0 3' 41/2" FROM BEAM 1 2 Concentrated(Ibs) 3646 2652 100% 0 14' 3" FROM BEAM 3 aw 3 Concentrated(lbs) 1971 1408 125% 0 7' 0" CRY J1 4 Span Carried(psf) 42 30 125% 0 8' 0" 20' Q" 21' 0" s.c. - CRY J3 ROOF 5 Uniform(plf) 100 0 100% 0 0'0" 20' 0" WALL. Uniform(plf) 29 0 0 0 20' 0" Self Weight so 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 8233 8898 Max 100% 2962 2336 Max 125% 2049 3139 Min R'n 3222 3423 Min 100% 2962 2336 Min 125% 2049 3139 Pm DL R'n 3222 3423 Min Brg(in.) 2.08 2.25 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 8201 1 0' 0" 71 12857 125% 0.64 M(ft -Ibs) 45094 1 11' 3" 71 88890 125% 0.51 LtRn(Ibs) 8233 0 0' 0" 71 13842 100% 0.59 See Note #5 PP RtRn(Ibs) 8898 0 20' 0" 71 13842 100% 0.64 See Note #5 LLDefl(in.) 0.45 1 10' 0" 71 0.67 L/538 TLDefl(in.) 0.72 1 10' 0" 71 1.00 L/333 OOP USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : " 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. u= 4. Design valid for dry use only. 5. This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Verity that load is applied at top or equally from both sides. " 10. Bolt piles together w/ 2 rows of 1/2" dia. bolts & washers 2" from edges @ 24" o/c staggered. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 116%, 40 = D + 125%, 50 = D + 133%, 80 = D + 100% + 115%, 70 = D + 100% + 125% , 80 =D +100% +133 %, 90 =D +100% +115% +133%/2, 100 = D + 100% + 115%/2 + 133%, 110 =D+ Commercial Ld (100%) , 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). vs MANNING BUILDING SUPPLIES Ken Parker 20 Nov 200211:21 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0892A.FBD BESTCON LOT 15 HIDDEN PARADIS Mark # : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 m , Max Defl : LL = L/360 TL = L/240 Composite Action : No ows — 3.5 ", 565 psi — 3.5 ", 565 psi PP 5 i f swo LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start pEnd Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 8' 0" 5 5 1/2" s.c. - F3 FLOOE Plo 2 Uniform(plf) 100 0 100% 0 0'0" 8' 0" WALL 3 Span Carried(psf) 42 30 125% 0 0' 0" 8' 0" 7' 0" s.c. - CRY E2 ROOF 4 Uniform(plf) 500 357 125% 0 0'0" 8' 0" A5 ROOF Uniform(plf) 15 0 0 0 8' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3646 3646 Max 100% 436 436 Max 126% 1849 1849 Min R'n 1362 1362 Min 100% 436 436 Min 125% 1849 1849 as DL R'n 1362 1362 Min Brg(in.) 1.84 1.84 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN as Value Span X Group Allow LDF Ratio V(Ibs) 2298 1 1' 6" 71 13300 125% 0.17 M(ft-lbs) 7293 1 4' 0" 71 44445 125% 0.16 LtRn(Ibs) 3646 0 0' 0" 71 6921 100% 0.53 See Note #5 Po RtRn(Ibs) 3646 0 8' 0" 71 6921 100% 0.53 See Note #5 LLDefl(in.) 0.03 1 4' 0" 71 0.27 L/3146 TLDefl(in.) 0.05 1 4' 0" 71 0.40 U1971 ow USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia- Pacific Corp. NOTES • ra 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. e 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10, Nall plies together with 16d nails ©12" o% along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 =D +100 %,30 =D +115 %,40 =D+ 125 %,50 =D +133 %,60 =D +100% +115 %,70 =D +100% +125% ,80 =D +100% +133 %, 90 =D +100% +115% +1339./2, 100 =D +100% +115%/2 +133 %, 110 = D + Commercial Ld (100%) 0 ,, 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern as 1 for LL, 0 for DL). Polo Po MANNING BUILDING SUPPLIES Ken Parker 20 Nov 200211:37 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis 01996 -2003 Georgia- Pacific Corporation Version: 3.4 Build: 3.4.0.0 ! Project : B0892A.FBD BESTCON LOT 15 HIDDEN PARADIS Mark # : BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 p„ Max Defl : LL = U360 TL = L1240 Composite Action : No r 3.5 ", 565 psi — 3.5 ", 565 psi ow 8' 0" pm LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psi Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 8' 0" 13' 0" s.c. - CRY G6 FLLOR ea 2 Uniform(plf) 100 0 100% 0 0'0" 8' 0" WALL 3 Span Carried(psf) 42 30 125% 0 0' 0" 8' 0" 26' 0" s.c. - CRY K8 FOOR 4 Span Carried(psf) 42 30 125% 0 0' 0" 8' 0" 20' 0" s.c. - CRY J4 ROOF Uniform(plf) 15 0 0 0 8' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. Pi SUPPORTS(Ibs) 1 2 Max R'n 5754 5754 Max 100% 1040 1040 so Max 125% 2760 2760 Min R'n 1954 1954 Min 100% 1040 1040 Min 125% 2760 2760 eel DL R'n 1954 1954 Min Brg(in.) 2.91 2.91 (Based on bearing stress below) Brg Str(psi) 565 565 DESIGN P +► Value Span X Group Allow LDF Ratio V(lbs) 3626 1 0' 2" 71 13300 125% 0.27 M(ft -Ibs) 11509 1 4' 0" 71 44445 125% 0.26 LtRn(Ibs) 5754 0 0' 0" . 71 6921 100% 0.83 See Note #5 RtRn(lbs) 5754 0 8' 0" 71 6921 100% 0.83 See Note #5 LLDefl(in.) 0.05 1 4' 0" 71 0.27 U1892 TLDefl(in.) 0.08 1 4' 0" 71 0.40 U1249 ilp USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. few 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others). Pio 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. ro 10. Nall plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 80 = D + 100% + 115%, 70 = D + 100% + 125% ,80 =D +100% +133 %, 90 = D + 100% + 115% + 133°A/2 , 100 =D +100% +115%/2 +133 %, 110 =D+ Commercial Ld (100%) pop 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). so MANNING BUILDING SUPPLIES Ken Parker 20 Nov 200211:38 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 - 2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 mo Project : B0892A.FBD BESTCON LOT 15 HIDDEN PARADIS Mark # : BEAM 5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = U360 TL = L1240 Composite Action : No ow 3.5 ", 565 psi 3.5 ", 565 psi oPi W 4' 0" *' LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location` # Shape QStart @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0' 0" 4 0" 33' 10" s.c. - CRY K5 ROOF e Uniform(plf) 15 0 0 0 4 0" Self Weight 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 go Max R'n 1449 1449 Max 126% 1014 1014 Min R'n 435 435 Min 126% 1014 1014 MIll DL R'n 435 435 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN me Value Span X Group Allow LDF Ratio V(lbs) 377 1 0' 2" 41 13300 125% 0.03 M(ft-lbs) 1449 1 2' 0" 41 44445 125% 0.03 LtRn(lbs) 1449 0 0' 0" 41 6921 100% 0.21 See Note #5 RtRn(lbs) 1449 0 4' 0" 41 6921 100% 0.21 See Note #5 " LLDefI(in.) 0.00 1 2' 0" 41 0.13 U14947 TLDefl(in.) 0.00 1 2' 0" 41 0.20 U10459 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User pm G -P LAM tm Georgia- Pacific Corp. NOTES : op 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgla -Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 6. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the Input loads and product ' application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. o, 10. Nall plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Max /Min reactions are based on the applicable load combinations outlined in the notes. Summation of max /min reactions for various DOL may not match total max/min reaction. 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 80 = D +100% + 115%, 70 = D + 100% + 125% r ,80 =D +100% +133 %, 90 =D +100% +115% +133 % /2, 100 =D +100% +115%/2 +133 %, 110 =D+ Commercial Ld (100%) 14. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). no M0 Lso O cc 4-' n N N N Z W •N-I O N Q 1--I M .•-1 (`') z Lf) Mao Lo ir, �Y N N .-1 m 4- p II Lr) 2, < N W •-1 LL, ° O ,- Y N cu cc C7 1 1 L 2 Z 1- \ l W W Z L. m m U U F- 3 ■ O O W N L.. Q O" L) W cc O_' r 111 CC o o= Ln W '-, , a h Y Z N C C 1.1 LL LL I.L. W W o E -,- III n n n n w r -C Cr, • x co 0 0 O O O 0 0 C f = y, C -0 Ln ° a 3 _c O —I n O O in O L.C) .-� W .a L N M ■i \ Cr) d .-1 V) C •a 0 0) 0 a) a o +- 4 v) L) \ M = Q Z 0 U O — J J J J J W L O \ J r= CD J (._) 0 0) 0 O 1 1 \ = J I O! < 440* 1 ? m N 0 d I I CO CO I o V) C O a) J \ r--I LID E 0 a..+ O m c • } Cs. r U c co f M ( 411r 1 ",•C* ** &... ...4> \ t i .. 1. ,..," w N Y (") Ol j w r, _ CC a) W V) V1 CO 1 1� • ) p • CJ ° N \ 1 X PP ._ r C +� c -, cl O c0 O o _.. U 0. 0 \ V) = a) 0 N I Lt CU 4- 0_ 4- \ L N O D CU CU Cl. \ 0 0 \ Cl. O N I-- a \ ri N z 7 3 •r tn., LE CS o Lo O a N N _ o c v IN n v co U a ,--1 \ M (0 • x 'y 01 a o Mot (0 r d • N co „ z 3 L 3 ° III i o Cc) CO CO rn a) • in if�i O r■ O L[> c U co 7 X / Lf c_ G o••• r X rn CO x 3 PON • BOO L v L. 111 M � III O �--I N N 10 O L. LP L 11 a) 0 O] O co • - 4 Y Y .0 0 N = II x U r0 a3 a3 c V 0 CO M N Q - 0 >- M II W LL LL LL 0 .13 . r N Cl >< 11 3 a • J J J 0 - J O M = o_ a a c SC/ 0 4-, 3 < c7 n 0 000 LO V, - . a 0 0 ' X L. 4, • M �, W -, t1l N N 0 X X U • H a 3 w .. Q o a 01 M W i J 3 c1 c •• a 1- z 0-0 00 O t.0 3 a) ra N N r 0 O III m Q t M • N 0 0, ~~ O r , O 7 V M - 3 3my zEo - • O N Y N oSO0 ,., L. V) m III a mm w < • r1 L a) J L. II • J- +) +) a O a) lirrio M II Q al O ! • Z Z c..) 10 ca m n >< 3 I 4 '^ a 7P CO 111 CO co w N N (°) W W W u_ V) •O 3 a] . - 1 1. ii •, 4 4k - J JJ Oo III +' v ' a d d = al c M '- • iii - - I d' r LLJ is M. N N N V) 0 0 0 O L a) r X Cl O O r-■ U 0 cn Z (� O = N N N N CC 1-1 LSI a) 0 a) CO X r - 1--I w= PP Q X X X O W c 1] CO J V V d• Q 07 O) 4- a., r 3 I . T 'p V) J C) E E E w 4- O 0) a L L a v L 0 0 0 O .O 7 � .. d Q '0) N 0 0 a) J L L •O to E CV > O G 5 C71 .0 0 3 a W W .-i VI LL o W'ac: ca 0 U V N •A ti O~ 2 . 5 — CD 0_ J-) W 7 • 7 N 7 7 Z I p U 0 0 O_ V V V L 0 +) L J I- CO 1n I I- m I- 4- a I- n. a w • O CO APIS LO • CC N CO N L- U N O C I N 0 r♦ \ u r) ..--1 M ¢ 1.-1 z LO N � ' -4 LC) .o) CV CA 3 r--- \ \ N 3 H- _c t M - J O X CC H II in CC Q N w ,-r O O N Y W .--1 (y CC U 0 ' ' H L j\ MR CO 2 Z I-- s._ W W 3 M w • m `l 0 W Q [Y L 0 d' CC N r NI CC O 0 2 CO LL 7 - 0 N J--) _ N Z c O) ^ 1..., L.,_ LL LL LI_ ' e IN ■. ■� = >< A c- v) v v) v) v) i L N . d' LO 1 N 3 i a. d 0_ Cl CL • • "' -C of = x x \ O O O f O N C in co 01 QO O O O p ° c- II o^ O O to O LO ma L CU 3 4- o r+ / l LC) \ r - N MP N C co L m 0 N U x Q C •r .0 CO \ 0 r r-+ N CI. CO • U C7 U U O 11 \ J J _J J _J LL Z .0 a) O .0 l` \ J O 0 J F CC < X J Z r r 3 • M M F H H O N m V) 'O C O N • = O o_ r C III Ln + - E •r 3 1 l'") C 4 - ' O Oo O x } .�.r a r U C M I- L E II O V A c, - N v E r- III , ' ° 3�tij c L m ch • OO . W v- Li II 0 M = 7: W m v s v Oo a X - � k, lAWO • w N v U ''". '. W'e c LO v .0 GT CI CD MO r-I C 4- 4-r N N 01 o OD (n = 3 �t L E M N x C o 0 • I) 4- 0- 7 1--I X a) a) CL L C] m I M d III _ a (i) 2-1 _ F- _a CO L n � CO F- m < () X v ) CO , M 3 j ~ x O . 0 -J 0 F- 0 2 I- 1--• .-. • O 1 M ITI : n s- o - o x p N al J` CL \ ill CO C J I 3 C Far . -I 4 1 < ao tio� Afft ci LO C) III // . 11 0 o a a w � . _ Lo ==.: 1�: .. • N / Ln • III • CO ra + 4- X ! 4- M \• m ▪ V a J .--/ • iz y_ 11 D < _ - M ra CO �� - .,- I7 N O . M I M Ln + w Z Z X 3 Ol U N N r \ III �' 0.711 III LC) CL , 4k �k J _ Ca a. uv.a CO CL CL CL N M ...�� 1,1 = V II I-- w •g �� N >< X Z p O N N N E M X N •p k w .zJ 811 Q X X X E L.[) OO I--1 kw �' `' J V Cr C' Q I. T¢ 1 . C o_ II II w o r' J CV v N 0 0 C) I I < Q 0 0 0 '7 I LA - III 0 ^ O 6 5 t t 3 o rl {� '� U 0 ) Z tu O O N J a I- CO 0 a. W LO 0 cc Ol CV Cvv N L_ LL N O ° I 00 LA L! L.() c r N o l0 .-i CC v ^ \ \ ,-1 - c ,-1 J O x • > }' ( . • --1 1-1 `r' M 'Cr' Z D_' `° 4 II = ¢ N W 0 0 = Y H s._ O cc Co = Z ~ Q) r W W Z = LL T m ( n W < R U WW cc cc N r cc t] O = co LL '- 0 0 Ln !I z LL LL W W LL co V) N V) V) N N 0. 0 CL CL Z • • O O O O O O O 0 t m O 0 3 t O O O Ln O Lf) , N Rol C CO r- \, ,-1 L(7 ■ LA o C1 \ • Q Y 2 0 CO • U L.7 • p Y N Y \ t0 Q Z U 0 1-1 0 - 0 Y \ J O 10 J J J J J U- F- 0 J C> N O 0 J I- CC Q 0. Y 3 - LL_ U O O C.-.) O = 0L z ' r N 0 F 1 00 CO I O V) N J Q r a L" E •- O ro o >- d U C f0 .4.... E o ` N LL b D y 1 L { N i i ' � 66 Q' org, PO z uJ v ON y r6 s ie c • Q Y L. J C.. •0 7 .�J ' E C N - 'y>: ' G I I 3 N E p N I N 0 Y C ▪ O 0 0 0 F- Y L- Y U 0 U N 0 4 i 4- d 4- N O. N M I��-O _ I ' ---'1 N ¢ H N W , 2 W Ce H I CO F L f .••L L o - 2 0 J +,, • F • • w Z 111 N O F Z O U 1--1 C1-/ = W O d -, N 2 W x Z LE-) w ` • o. O III ° ¢ 0 N W CO _ 0 x = LC) 6 Z O CO - T 5..... O E f•�� ,.. 1 T �, N x II L O 3 U W O N V9 W N p 0. Q LX) _ p o m C7 - L h Y cc a 1- x 111 °a < .0 w ¢ •1111 111111111111.4 CO Q _ Lc) Y ( F- x - L) ..---1 V) 0 = Z N z 0 - • I z _. 0 O ' m - a Q 0 .w-. N N mF - m s a ¢a F N 11 - • v~i ¢ E . N ON III O 0 W d d' �� M ^d m2�.,wo _a 0. 0. >,, x :I x co "O N N W N I- LO CO L11 N N U CO W Z Z ,- V Z e —i ,--I LT .$: : moo LC) 111 n 4' Y H W N O UQ C. (h 0 J O / II I— � _ ' y f1 O_ Q. 0 Z O F La / = Lii L•= _ gM . N N CA (n r- VI 2 1-1 III d. Z 4. 0 0 N N N d d _J W L1) x - 0 HL LI. 7 Q X X X .0 0 LL >< J V V V Q uJ CO N 3 TF` L1 Y (A z CC 0 J 8,,,,,.. ( o n - 0 N N N O O N E ' �� } Q C 4 co U U N W W 1-- LIJ mo w O d Y Z J I a, U m 0 0 L.- Q Q J ,..� • F- CO F- 2 L.L. 0 0- (4- P LO ° 0 • O M O c-,, Ni M •--1 r) Z LC) N Ln N p Z r--I ri > II U) z Q N w m 4- N Y ° O N LY , Vr r ). ra W W 3 W I— v U W F- 3 CJ O W m CO N a' 0 0= V) W 'D ( r V) 0 4, •-• = O) LL W LL LL LL Z a) ° V) N Ln V) N o� E d d 2 1 d N N N Z ) -0 o) > d 0 0 0 0 0 00 O cs, o 0 - y Y 'O O , 0 0 L.c) 0 Lo , N V) S - 3 L 0 r .-I L.L7 ri ed L +, O C 43 L ° m r0 _ U e-i • co • U CJ 0 r +-+ v) - O 0 Q Z L_ 0 U 0 ' J J J J J LL - ro CO 17 +, r 1 \ J 0 0 J • • U L O J I- d' Q 4, O L y 3 r-, W U U V U O Z = o- 1-- F- F m m F O Ln ■-■ m N a 0 0 = 0 O. C M 1O E •'- 3 = • Y O m O _ Ln 7 All" 0 Z -0 U C N / CC in �ii��' M O s if 47 fl u v d x 4- N a NI co ( if W c ,...* 1 :4:3 ) 4, ,- 4, m m / ,t by l` `3 • M +, L +) d a o v LLJ E 1 III �•�~ RF �s ` �+ ` � • CJ 4-) d M • + r4rrvr� 0 W N N 4J ›•< ` - 3 V) 4, CO ` ° v N MA! N C 4 - r . - - - --- o rn 0 . V) m _ -1 = r-1 . 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CID { 1 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT 34s ACCORDANCE WITH THIS LAYOUT 6 ' 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED TO BACK; OF I N WRITING BY TRUSS PLANT MANAGER A4 GIR 4. APPROVED BY : 1 o APPROVAL DATE: cc ° O DEL. DATE N \ \I \S BLDS o S,PPLIF — S m 11155 PHILLIPS PKWAY PH# 268 -8225 "" JAX. FLA. 32256 16" DEEP SY 42 FLOOR TR.__,SS -S JOB :130892 m CUSTO"- R :B -STCO\ I \C LOC :LOT 15 -ID3 -\ PARADIS °° D- SIG \ -R : 'C\ PAR 'C-R I 3 I -4'H I. 14'9" I 28'3" 1 14' H5' I 3 I 14 . 4 .. 5.8•• 1 34' 8' s 4 e BEAM 1 3 TO FACE BM2 R X 7 R S • 14'3" - N TO BACK OF B3 GIR a f›, a CO (1) CO n W --- co m W w LL w V- ,' CO BEAM 3 ?t 1 i 14'9 I O�, i. TO F8 9A. W N 1 ® = 8'1 "2 PLT HGHT w = 9'7 "11 PLT HGHT co =- - - -- = 10'3 PLT HGHT F2 Fl W P 3' 8' 1 °' 1 31'11 "8 1 8.4.. a PAGE 1 Fate: 12/02/2002 MANNING BUILDING SUPPLY LOG #: B0892 TRUSS DIVISION JOB #: JACKSONVILLE Pi alesman: JOHN FERGUSON Pitch: /12 customer: BESTCON HOMES Job Name: PLAN 2137 Address: 2440 South Beach Parkway Address: LOT 15 HIDDEN PARADISE Jacksonville Bch,FL. 32250 Designer: KEN Po Left Right Qty Span O.H. O.H. Description 0 1 20' 2' 2' Al 1 20' 2' 2' A2 t ,,,, 1 20' 2' 0' A3 1 20' 2' 0' A4 2 -PLY 3 14'2 "8 2' 0' A5 13 3'4" 2 ' 0' A6 RAISED • 1 14'8" 2' 2' B1 6 14'8" 2' 0' B2 SEALS 1 14'8" 2' 0' B3 2 -PLY PR 1 13'4" 2' 2' C1 3 13'4" 2' 2' C2 3 13'4" 0' 0' C3 „ 1 11'11" 2' 2' D1 pi 1 11'11" 2' 2' D2 1 17'4 "8 2' 2' El 2 17'4 "8 2' 2' E2 " 1 17'4 "8 0' 2' E3 2 11'11" 0' 2' E4 1 11'11" 0' 0' E5 1 11'11" 0' 0' E6 1 5'9" 0' 0' E7 1 14'7 "5 0' 0' F1 3 14'7 "5 0' 0' F2 1 11'3 "8 2' 2' Gi 1 11'3 "8 2' 2' G2 2 -PLY 1 7' 0' 0' H1 '" 1 20'4"4 2' 0' Ji 1 20'4 "4 2' 0' J2 1 20'4 "4 0' 0' J3 p 1 16'8 "13 0' 0' J4 1 14'8 "13 0' 0' J5 1 31'11 "8 0' 0' K1 GE 4 31'11 "8 0' 0' K1 " 2 30'1"8 0' 0' K2 1 33'10" 0' 0' K3 1 33'10" 2' 0' K4 " 1 33'10" 2' 0' K5 1 33'10" 2' 0' K6 1 24'9 "3 2' 0' K7 1 35'8" 0' 0' K8 ra 1 6'11 "4 1'4 "8 1'4 "8 K1 GE PIGGY 4 7'11 "14 1'4 "8 1'4 "8 K1 PIGGY 2 7'11 "13 2'9 "15 0' 7'11 "13 H/J G1 1 7'10 11 10 2'9 "15 0' 7'10 "10 H/J H1 6 5' 2' 0' 5' C/J 6 3' 2' 0' 3' C/J 6 1' 2' 0' 1' C/J ** Hardware Roof ** .34 A HUS26 1 -ply Truss Hanger 74 - Trusses 34 - # of Hardware 0 - # of I -Joist 5 - Piggy's 21 - Jacks 0 - # of Beams 0 - # of Rim Board 100 - Total Trusses Fil e■ PP w W o cn er L1J 1— Cn H J (f) Q W _J N U O Z 0= f- CC CL N C C O -, (n z m 0 I— CO CC 1.11 CC m (I) U C7 Ul I- 1-- I- -J F- _ ~ W Z 00 0 Z N ZO-Cr = CO = cn 0 O 01 H W 1-- CO S CO A!Aw a- ,-.O J O J W Z W Cf CD I I- L.L. 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'V 9J .. ■ l .. „. r HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR oni MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 3325 1550 (14) 16d (6) lOd X 1.5 TRUSS B HUS 28 3380 3585 2000 (22) 16d (8) 10d X 1.5 TRUSS igoi C HGUS 28 -2 6245 7810 2650 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28 -3 6245 7810 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 800 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS r F SUL /R 210 1330 1660 1250 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 960 1200 625 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 2740 1340 (16) 16d (5) 10d +(7) 10d HIP JACK PO I THA 422 3630 4145 1550 (22) 16d (6) 10d X 1.5 SYS 42 J SUR /L 410 1860 2330 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1200 245 (14) 10d (2) 10d X 1.5 I- JOIST L IUT 312 -2 1855 2320 905 (16) 16 (6) lOd DBL I -JOIST M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR /L 310 1860 1785 720 (14) 16d (6) 10d X 1.5 I -JOIST O SUR/L 314 2395 1795 960 (18) 16d (8) 10d X 1.5 I -JOIST P LSSUH 310 1385 1050 990 (14) 16d (12) 10d X 1.5 I -JOIST „ Q HU 11 2185 2270 920 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 5472 6840 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 4780 (56) 16d (36) 16 d 2 PLY LVL Ifs T HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL ✓ HUC 412 6102 6801 3100 (56) 16d (36) 16;d 2 PLY LVL P"' W HGUS 5.25/12 9535 11335 4780 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H16S NA NA 1600 (10) 10d (2) 10 d TRUSS ow UL2 1116 NA NA 1600 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 1600 (10) 10d (2) 10 d 2 PLY TRUSS vio UL4 MTS 12 NA NA 1000 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 1450(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 2135 (26) 10d TRUSS f ill UL7 MGT NA NA 4200 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2 -24 (4) 10d X 1.5 TRUSS BRACING se 12 BRITE COM 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN "0 SNAP ON SEALS o f Face Mount Hangers - Plated Truss Products Pli Strang-Tie Fasteners Doug -Fir Larch /So. Pine Spruce- Pine -Fir Model Min' Allowable Loads Allowable Loads • No. Heel Height Carrying 1 Carried Uplitt Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115) ( 31/2 6 -16d 4 -16d 1135 1 1265 1455 1580 925 1050 1210 1315 ; C"` -r`t HUS26 31/2 10 16d 4 -16d 1135 1800 2070 2245 925 1510 1735 1 1890 L ; a 41. 44, 14 -16d 6 -16d 1550 2565 2950 3205 1390 2155 2480 2540 .�� '4 1 1 1 j • s x i t �` . "°w. l t1 1 111a � t� (M1 'O Min. Dimensions Fasteners ;1 .rte R 10111111' `` d Model 5 L. i1 1 It 1 NO. Heel Ga W H ® Carrying Carried i ,1 1 f 0 i co Height Member Member ti N Fl tipttlot _1 SINGLE 2x SIZES a `` yij IIIiii ill ill ► Z oo ` i71 LUS24 2% 18 1 �, 3% 1% 4-10d 2-10d ' y �y " a o o h - CI LUS26 4% 13(, 43; 1% 4 -10d 4 -10d � � , i . e o .. O o r „ r 1 trt-;., .., O teem HUS26 43, 16 I% 5y, 3 14 -16d 6 -16d Typical HUS ,,..r. j ° r. O HGUS26 4y 12 1% 5%, 5 20 -16d _ 8 -16d Installation L 10,.. 'A* L ' %soo io o HGUS28 5% 12 1% 7X, 5 36 -16d 10 -16d with Reduced 3 V : , ' , !'h,: , ..': ' r " ` � ` ,ji , o 0 H LUS28 4%%. 18 134 Heel Height 4 H .. � . 6% 1% 6 -10d 4 -10d , , i , HUS28 6y 16 1% 7 3 22 -16d 8 -16d Asa LUS210 4% 18 13, 7% 1% 8 -10d 4 -10d HUS210 8% 16 1% 9 3 30 -16d 10 -16d I Doug Fir -Larch Allowable Loads Southern Pine Allowable Loads Spruce -Pine -Fir Allowable Loads Model Avg No. Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const • (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) . (115) (125) SINGLE 2x SIZES Plb LUS24 3850 465 490 640 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 _ 3905 1425 1425 3185 3585 3585 O lik .HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000. 2000 3380 3505 3585 1855 2000 2580 2680 2745 .. LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 ' 780 935 1085 1245 1355 HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Model Min. Dimensions Fasteners Avg Doug 19r- Larch/Southern Pine Spruce-Pine-Fir Heel Ga g Allowable Loads Allowable Loads eM No. Height w H B Carrying Carried Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const: Member Member (133) (160) _(100) (115) (125) _ (133) (160) (100) (115) (125). DOUBLE 2x SIZES LUS24 -2 234 1 18 3) 3% 2 4 -16d 2 -16d 5303 565 565 765 880 960 465 555 640 735 800 LUS26 -2 434 18 34 47,4 2 4 -16d 4 -16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26 - 494 14 _ 3% 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 z HGUS26 - 4x 12 394 53(, 4 20 -16d 8 -16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 LUS28 - 414 18 3% 7 2 6 -16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 `A HHUS28 -2 6)4 14 34 EPA 3 22 -16d 8 -16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28 -2 5% 12 334 7 )4 4 36-16d 10 -16d 25180 2650 2850 6245 7185 7810 2330 2650 5335 6070 6150 LUS210 -2 634 18 3% 9 2 8 -16d 6 -16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 w HHUS210 - 8% 14 3% 8r 3 30-16d 10 -16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 0 HGUS210 -2 7y 12 334 9)4 4 46-16d 12 -16d 28333 3415 3665 7890 8110 8225 2795 3355 6110 6260 6380 TRIPLE 2x SIZES HGUS26-3 4% 12 4734 42 4 20 -16d 8 -16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 N HGUS28 - 5�y, 12 4% 7y 4 36 - 16d 10 - 16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 L Oh HGUS210 -3 7% 12 4% 9% 4 46 -16d 12 -16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7755 8430 HHUS210 -3 8% 14 4 % 9 3 30 -16d 10 -16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 QUADRUPLE 2x SIZES N HHUS210 -4 8y, I 14 6 y, B . % 3 130 -16d 10 -16d 1 22 1 2855 3430 1 5190 59 00 59001 2330 2795 4385 1 5040 54 80 1 have bean 4x SIZES increased 33% LUS46 4% 18 334 43, 2 4 -16d 1 4 -16d 6076 1140 1165 1000 1150 12501 925 1115 1 820 945 1025 and 60% for HGUS46 434 12 33e 434 4 20 -16d 8 -16d 25180 2275 1 2735 3755 4320 4695 1865 2000 3185 3660 _ 3980 earthquake or HHUS46 434 14 3% 5% 3 14 -16d 6 -16d 14667 1550 1 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading with no further LUS48 438 18 354 63; 2 l 6 -16d 1 4 -16d a 7750 1 1 140f 1165 1265 1 1455 1585 925 1115 1050 1210 1315 increase allowed. HUS48 6y, 1 14 33(, 7 1 2 ' 6 -16d 1 6 -16d 11190 1550 1 1550 1 1505 1 1730 1 1885 1315 1550 1240 1 1425 1550 Reduce by 33% r I 4 HHUS48 6y 1 14 ! 33e 7 3 22 - 16d 1 9 -16d 19850 2000 1 20001 3885 i 4465 1 4855 1860 2000 3275 1 3765 4095 and 60% for HGUS48 54 1 12 i 33e 1 7y 1 4 36 - 16d 1 10 - 16d _ 25180 1 2650 1 2650 1 6245 1 7185 1 7810 2330 2650 5335 1 6135 6665 normal loading 410 LUS410 6% 1 18 3v, 8y, ! 2 8 - 16d 1 6 -16d 10906 1 1550 1 15501 1765 2030 2210 1390 1550 1465 1680 1830 as ins constructi on HHUS410 1 8% 1 14 1 3% . 9 3 ' 30 - 16d1 10 -16d 22167 1 28551 3430 5190 5900 5900 2330 ■ 2795 4385 5040 5480 HGUS410 1 % 12 1 3% 9 j 4 46 16d1 -16d 28333T 3415, 3665, 7890 1 8665 8665 2795 1 3355 6745 7110 7210 r HGUS412 T/i, j 12 3% 10 4 ' 56 -16d 1 14 -16d 35000 1 3985 1 4780 1 9365 1 10305 110440 3260 3910 7130 1 7305 7425 1 HGUS414 : 11!(, , 12 1 3% 12 4 ' , 66 -16d 1 16.16d 35000 1 4 555 1 5000 110295 10525 10680 3725 1 4470 7 295 1 7500 1 7635 , 101 +, Qc O W Ln N v N CO O E LC) CO .--I r) L1') flIS V, N d N o CV CO 3 J n W CL N �� Lf) < d' W r-I m N rY u C7 p 2 Z W -J W W Z LL. 11 oo - < -J U W I- 3 ' O O W W Q CC U W CC CC = - J N d' p O = (7) LL r7 5 J m V) W = = 0 0 n CZ Z - L7 Z W 0 0 Z W LL W LL W z J 3 CC 0 a F- O _I K Z a a. 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LI- K 0) . .• 01 -1. w a a" L CO U U V , , , . . .0 C'3 V w J Q N w O 1 Z w L) d cc m V V V V U Q 0_ w I- 0 N 1- m m m m cc = N ,..... r ,.. o O N o N I CD i Q m LL. _ M ,-1 ,n Z Ln d N N n ° O 3 r .. C ,--1 M LU K .1- Ln N Q N Y ' --I m - CI U N W - W li O n u W I- 3 O O W - N o o i vwi LL D 4- __ O M N -J W W W U W CD z . 0 O 0_ 0_ 0. 0_ 0_ ,--• C , O O O O O N O • O C W r O r--- Ln O N ,� N - N 3 O N •-+ d' O L r , J 7 • oL) U m 0 \ M • V CJ p N ---__ O Q Z ': O J >c L ' J J J J J Li �-+ 03 W Q — J O p J V J I CC Q C W V V U U O O 0- i W �,' I I CO CO F O N - U 3 M N H Q 0 w Z'S y T /Ply E L O� N Cr - o o r „.-...,. c ll a:, r0 X , - - I G N 4_ 4 .O 5 E O • M W S'Zc - o Q•.$. I ! 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Q N N N 3 = y T a -o ti o _J v U p L L L y N O O v J..+ •�N 0) L L 3 U W U U W �Lr m Cl_ .- - ,,x o n o v I.._, . , o ._.1 a CL PO • a o -L- 4 _, M N n N LL d O .-I N o � Q .-■ II C Ln N o CO .--r aJ 3 co •-1 - J Ol x m 4-, . .-I r, CO Z C C Ln c , < N W ,--I U 4- MP o a N CC 0 C> = Z f Ln c0 W LJ Z Z Li C] 0 W I- 3 0 0 W C C') co W < CC V W CC CC A II d' O O Z CO LL ''7 07 0 4120 Z II O W r V U LL LL LL W - -0 I- V) Cl) N V) V) V) O o II 0_ a 0 O W m z N N m . O O O O O LC) ¢ II N 3 -1 --, 0 O ra , , O r-- Ln O N ,_, W VOI •U • Q) V Q I , \ N .-• N L m Z O M • •� at x w x M • C-.) c7 0 (0 ■,--I 0 "' O ¢ Z O (h d - , M , J J J J J W I-I _ Q -, 11 J D O J V PO (1) W r- I- O a_ V `" 4) N O V 3 0- V V V V O O d Z a - o - 111 o - m m- a n ¢ ro z v J �) m - m V) (0 C /A Q = 1 3 z o m v •«. FPS z N o L.L. C II • ▪ t H U U U 0= I- a) x - E 4- r-1 W J V) O I . . W d O � t L - N O r-I N a 3 N • O ` I V � • W C7 4- L. I- W >- r.o s ; O4 O W O CO J M Ol • • ' O 4- - 3 3 3 Z Q E O N _ t " /_ . •••.*..•• . • 11) r II O d 2 ti~ r-i v) 3 0 V E x ' x ,O pp . Q .. .. M V Ln O O CD C M 3 Ln cn O O CD L N C7 !Th: N H 4-> C. C II Z O U E •r J r--r m a) 4- °-, = v +-> - - _ - N CO f- CO 3 H O L < - O 7 ~ CL Ct MP x x / N I - - rrl- M > co o - _ m L MO C o< C., (/7 ! L. ! , -7 -- -- : :' 1 ' , U-I * 0 * LP LO O LO x Ln n - - - - oz. • V O V M M r-■ r- V 21 21 CO W - LL LI_ L._ LL- N • J J J CO a 0_ 0_ o_ = II O V V O W Ln ") II m I- oo Q O 0_ 0 0 0 • E. Q 1-1 11 ++ -I- 4 C•1 i.L - V > d (L z - J LO i0 O x I a. Ln �--I rI O N a a f ° : - N o O N • N N O a mmin ��„oc �a II ro Ln V" (`•) ' ID ra a-L J-) O N CT U . gy p m Z Z U r0 M13 J 4 'n Q N N M U- 1.4-- LL LL • I- -I y " ft 1. • J J J C_) d I I v o CC o_ o_ CL C I o . R . (`4) 0_ a. a. = O w '8,T, N V) (n (./) O d' V O C) N •V CO V N c M CO R 1-- . rJ" Q N N N Q CO J 3 Q_ >.¢ J O = O O d II - O w J= E E EC O L S.- .C) V 0 0 0 I- 0- Q "4 y A N O O a) J L L L ^ G :J 0) L C 3 Q Li LL L.L Y W'.'y •� U U O , , , , ~ I C� y vso co m Q J-) W I- p, ■J O 0 0_ V V V V I-- CO V) f- m m m 0_ IP 0 SJ- 4' N , N z W O O \ `� \ c' Q • :n • co -1 4 LO L n N r -, • \ \ co 3 Ln M -, J CO >< < M Z ,z o 11 < N .z ! v J O W Cr ; ,L LI y = Z r- W W Z = W V m • V W I— 3 p O W = 0 ,n � W < CC p W CC CC n J - 0 a D D = (n W ' 0 0 N MO z m 3 E W. O _O N L.L. 7 LL V) W L.L. L (n (n (/) (n N p Z N d Cl W 0. CL m 0 a . � -y c . o O O O o is, Q C N Le L t0 \ W O • 0 CO 0 I\ LC) O N ,__, W ea -J CO Q) r \ N rti cf N v II L J O Q r C] E (0 \ • CO M • U C7 Ql U L 0 \ Q Z `' I- 0 4-+ I J J J J _1 W I N. 4- \ _J D O J p O I- Cr Q W C -y 7 W U O L) L., 0 O 0 Z V r O N CO m F - D v) N 3 O Q --I J c -,-1 z O LC) ,--I C M J W J (L) �I C'' VJ `/ 0 4 1- m CD • o v cc E • - . o A A 11 `� b �. e C. 01 0_ ai ra II 1 _ , (00 ,8,......._ 4- Q O M / M 5 c7': - O _ o Q w i � . a c �'o� I.+ , 0 L 0 4) I JI []j - Vr C I 4 Z WA = C C -y , r Q 0 3 0 = .0 a (r) L� L 0 4 I 1 O- 4) 3 U J J E .0 0 4) CO CO CL] < _ .— _ O T 4- 4) 4 - /// Ln _ LL , WM N C N Q) Q) LO J _ _ -y ,o a VS O M 'Ire W . a _ f. M _ d �_ a _ i d CL - O in 1) \-/_,,. LO ` r c_ O __ ■ O U M LL = ,- N z . O M O O M O N Ln 0 M Ln 0 M Ln Ln F - 0 _ N 0 LO 0 co 1r) CO 4) II IS) ,-- N • Y -6 N +, J- J- 0 U c MI .. ,o , o r — 0 1 M — — , CI CV Q 50 1I o w w W L.L L LL LL 0 3 • J J J J J J r- , • _ , _ K 0_ 0_ 0_ 0_ 0_ 0_ CO , CO _ 0 N - — — O_ LO LO L[) CO 4- 1 - cn w , -I 4- M X Q O M ` ` X J tfei N 0_ O O O O O O 4- M a¢ `- N L-) N J-) -I-) 4- N co \ a. V `) II =� = - • I- l0 O M L0 O M \ \\ ii • ° - Ln O M r-, O co O lD E ° o N Q) • N 0 CO N 0 CO O >4 • ^d m._�n L+w oz _< I- N rti 1 r-, . ■-■ 0) M O c II Ls', U z o U ,o ,o ,o ro ,o m +) Q L N M w Li LL. L.L. LL. LL. LL. 0 N .--i • y G J J J J J J 0. i F- K 0.. 0_ 0_ 0_ 0_ 0_ Q JW ,0 O_ O_ O_ _ . LL, 0 0) N N N O V V V V 0 V N QJ 4 C N Ls', r ay LA M z y 0 L V V 01 O! CA ,0 1-I *w'7 z X X X < W C Q N N N < CO , O 3 y r.¢ O E -0 O 0_ - o a N J O E E E E E E L • J CU v L L 0 J 0 0 0 0 0 o 4) N O O Q) J `-' L L L L L L = C C J CO PS L .0 3 < W W w Li L.L. L.L. O I- C^ rte Cy U U O V i i i , , 1 4- . . o] O. 4 W 0 F $ U 0 0 0_ V V V V U V 0 J I--- CO N I- I- I- m m CO CG 0_ "4.. .-x., M ill o y LC) N n N L d' O ° I IPA N CO N Q ,-, LC) ct N N Ol •-, ° co 3 O co ■ •—• - J (b >< cc co z cc C �) ( - < N Y r° 'O -L N 2' C7 ' ' gyp w N 1 = W W Z i U CO ,C1 U_ F 3 O O LL cC O (n W < Q' C.J W O CC :n J a' O O = V) W rD C Ple N O) 3 Z ' W L.L W LL W (-/-) V N Cr) N L/) _D 4- N a d c d Z N E ,� CC O O O O N • PO ° O • CO , O n O O h N al J c ----, N •-H ,-H N L) II _ C] Z C•7 • U U T V O Q Z F J J J J J LL ^ \ J O O _J U Z V U. - U C� (--) - O O d N 3 r I- I m CO H o �) Q W L) = N O '- 0 Q. C•") Y MiS E _ o w N 3 C x ( 7 ",� a. cr, - t A i t co : 4 4 . 7 c\J II �_ CO O 1 tir ,WM. Z O .- ,- r flap ".- I C, 3 _. _ co I = N 7 .c L O - E� J - O T v- J as N C N W z _ rl ro d < 0 Q \\L O - : : : ic L.L. ,_,_, :-- : : O ) o O r) 0 • pm - \ \ % = O ai 00 O c') 11 O o J 0 CO V V 1 O LC) FS N Z Z l0 O , U 'p V ch �k J A H- I30 N 0) 0) +- 0 PO N V V CU > z • ' -C Z X X - E CD CO I--1 a) w N N N 3 T¢ a a a v 0 --.I cU° N O O 0 Y > 01 .0 .0 3 0 W 'A t7 PIN CA U 0 a., 1— C v ° o. �.J w- I — • cL U m O O 0 J d y F- m m d PO 0 .0 LO N LI" N Li p N \ ,--1 \ N Q .-1� 1 C•1 1-1 th = LO ul 17 LP cr N 0 ,-I - C n \ - a' 3 -- T3 ' co . J CO X N 3 •--1 r1 Cr) Z CC = ro II LO s, ¢ N LLI r1 U 4- = • r a = Z LO LLI Z J g 0 . 0 LL I-- 3 Q O W = W < C �„� CI) a' C.) W O_' CC - .n II CC 0 0 = V) J 7 CI m O - V Li Li LL LL- La_ V) V) (/) V) (.1) C_ O_ O_ O_ Cl_ 0 -0 \ LC) O • W C , O O O O O N - N r = 0 3 O N- O O I` r--1 N - I \ N r r-1 d aa V V n \ • CO x M • L) O W \ 0 Q Z O ^ ' J J J J J Li_ \ J 0 0 J V J I- CC El ' w .-� J c_) L) V c.....) O = d z V z < f F m m F O V) Q f- CC - V M w J-) = m • Y E N N 0:3 � ' •t* � • / V e 4- r u a b'' W t o 1 4- L Q LILI ., o l y:' t om' ` o- ' 3 PP r < LO � 0 4- 1%. L II ` 1 .*N,....•• .. " C: - 4- 4- /// LO 0I 4 F.•••••0 N' v pp n ° O O_ III; A A N O II = v 1 i i N N VP Z- - I n ilP 111 L° _ - o _ 0 s- Q _ d' w —I - N X /1 0 Q �t n > CD O Gt M - O a IMP 0 o J m � n CO 0 •o II _ - cll 3 as sf° > al a mm u, c).,_, , n r N 0) PO M CO V Z Z (r \ \\ i N N M N 0- y7 G �kk J ` ` 0 I- •� M a d d N i� I . \ V K w g q - r .. 1 V) l%) V") J-( 0 z O dt V V 4) X r 3 H " "= Z x x x E N 3 N ., •:.< G N N N ) C C V - J L L d r d < Z J rn s= 3 O 1- I W `° !... m Q J-) 4- I- 'El". G O O J a �m o d) PI • O z n N , N ,n \ r) ------ N Q ,-I PR _ M r-I r' LC) L) d N No 00 .-i _ ^ ' — ----- ' 3 –� r. J 00 >< lr1 n '1' = M CC CO N 11 LO o < N w o t) II 0 ' N 0J -10-' N CC U CJ , Y O Z Z r w T W Z = L.l_ 0 m < R L 1 3 I O O w • J O N (n LL < CY L) W CC CC v 'O Q Y a co, co = V) W 'D O = 0) •r- J N PAI 1 ' 1 a 3 W N u- LL_ u- LL Li W > L (1) V) V) V) V) > cn 4- Cl_ C1. CZ a a. O 00 Z J \ O O O O O W d N Q v) O a CC ;yam 0 O L • H L , O r\ LC) O N , W 1'T' of U CO W U \ N N II = L p - J O 0 CO • f> E ^ co • U co o Cr U L O Q Z n H –, 0 ^ J J J J J Li_ 4- r-1 J C= 0 J U lop = W -O O . ^� J H o < 2 U C J LL. U U U U O J C1 0 V) r 0 O Q 3 ,- O F F m CO F- V) ry CC - .. C Z H Y CO 0 U C W v J 0 •�' J TS r CO v E . - , v O LO 3L r r O M 0 l44 O:W a .o O ° rn = s; U Y Cr, �/ N 3 r--1 Y O C O r v y 6 � r(� Y - Ol 4 N W X �♦ J I k....1 -/ V .c I ti O r ro O ti 11 II -..0.7 . •. ( \•• Lui O L O M M 1 7 L O r O 3 . 0 L CV r O • .,...P.. -„ L N U < M N 3 r CU N X C- v Y a N M II L L C7 CO J v O_ N r O 3 E L 3 Y O �, m _ - O a 4- r N CD , J - - 0:, a U - o V) _ iii N N .. o :/� �� III N L X O I IHI!li!!II!IP LO O N CA O N N ri �, O 01 O LC) ,--I `- I - (h tik 71 __ a II F- ~ uJ N • Y Y Y Y Y Y _ C U ao , o ro to to fO r M - CU ¢ ro Ln II — 0 W Li W LL- W W W Y I 3 • J J J J J J 0 L • _ PO r-■ a a a a a a Y a = V O V V V V 0 7 O W � tO _ 0) Lc1 Ln M (0 C,-) 11 V) W r (0 -1 N X (' ) V ¢ J 0 X J 4--I y Z z I. I* N 0 O O O O O O -0 ` N ¢ _ Y Y Y Y Y Y C — zn M m � �i� U H l0 O N l0 O N LO f n , 1 CC _ _ ° _ LO ry O 01 - 1 O O1 0) X f o _ Lt N ,- CO c. CV • N O .-1 N O r-i •r- * a m m c z �+ ,7:, a F- i ■ i r-1 r O , •• I • Y a Y Y J--' Y O O 01 6 p 0 0 U .o CO al .o 03 0 , ..C. C , n Q M 3t N N CO Li li U._ 1.1- U_ W W \ N R • J J J J J J J , I, 0_ 7 . n cc a a a a a a J \Y 'r 7 M a. a s = 0 W • SP . .`1 N N. N N 0) 0) L <r O V N > Z 0. a V d' C V) CC 0 01 06 1--L . = X X X f> W E Q N N N Q co 3 y TE O Z 0 Ny O a = = 0 J = E E E E E E 0 • __ G y L L L v 0 0 0 0 0 0 r CZ Q mrd ..UV/ N O O 01 J L L L L L L Y >4_ G G U 01 L L 3 W W W W W LL. 0 W� �+ 01 CO U U N F.-- I C Z y O U ' ' , ' r m Q Y w 4- 1- ' 0. 0 0 a V U U U U U 43.4 J ¢ " 1- CO V1 1- H 1- m m a) 0 0- OP rr ▪ M N P. ON m Li O ‘ n • M M M Lc) LC) d' N o O '-+ r-- J 00 X M `c' X M Z CC m N II Ln , Y < N w ,-- ° II II ■•• N Q CC J (� , i cj, Z t6 D LLI UJ Z = LI- O m O LL_ I 3 CJ O W m J N L U Q O_' O L J d' CC v - 0 CC D O = (f) L-L_ r7 PR O 3 LL_ Li Li LL L.L. (!) V) V) V) V) v z N O w O N O O O O O ° J i O r• ln O N N .a V M N "-■ ' II O _ • r� CO • LJ W V O Q Z - r\ H n ■ J J J J J LL ,� . J 0 0 J (_) O M , w !.l J I— CC Q 0 V 0 \`J U_ C_) U L) L) O Z a. ? H- I— c0 m 4— o V) Q --, CO 0 CT > 1 ! ! . ' �; 4- Q M C OD ( y r: Q N V 3 •~ � y'�G Z Cr`OI:4 ` a. O 4 p o t I II A /t v +'Ld O * Q T 3 0 ∎. 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Z ti w W 0 O Lc LL c.,) (_) U (a) 0 2 0. z N • - ■ 0 N J N • .-• I F CO CC) F 0 fn - Q 3 O CO UJ J C7 N • O ' M r _J .+ J J = W z - Z Ln m Q w 0 3 ,--■ - F- CO 0 Z Q 3 N V f - Z 0 0 W 0 0 > d. 2 CL W Q flI1 pa m W � C3 J W z 1- �o M O J a. (n 3 ■ I- w W CC Z Z O Z CC �\ CJ __ .___.. W N .-• J C] .-. W CO O .- 2 CC V' r r Z F- J C) ∎ J o 0- W 3 V 2 Q CC Q _ _ S C] w CO O CC W m a - - CC CO 3 J W 3. W m CT "......7. J OM O> w W W 0 a F- X CV Z W W = 0 2 Q 0 LL _ _A... Q N O F- CC V) J F- LP �, +III a _ .___ - E 'LC, f ,- ;' L °- ° ' - — + CL' IIII ■ � , _ _ .� _ CO • '144111iiii;;;:::: a) - X X L d U • o �� III ° LL O — ).< 2 1 = ¢ r. 0 CO V 0 CO V Z O Ln CT 0 _ _, LC/ 0 0 LC) 0 M Ln = WI 11111 • O r O O N- M m N r1 r1 -1 3 C] CO V) • +-' J +-, L' L' L- I- Lu co W Q _ - V 06 ro ro to Z 2 to no - Q 0 n L_ O 0- 0 Li w w Li w LL LL . . - • • J J J J J J Z CO M 0- _ (U • oC Cl- Cl- CL CL a 0- CC Ql O (1) -' _ a - 0 2 O 2 N U - C 0 �' V V V O V = LL Ln 11 X N L Ln M 2 W O Z ' W Q w Q J _ J N II I " ° z_ CL 0 0 0 0 0 0 2 C] CC LC) LC C d -I-' J-• -1-• L' J-1 L' W W l0 ti ,0 0 V Z 01 X rn ?i-� ,� l0 O CO CO O W < CD X 11 M 8) ri Q F ✓ Ln rl O L.0 r-I O ch cC Lc , \ \ r � a ¢ �n w a ° X N m (n N • N 0 r N O n W t a mm >w ..a ti r Y O L A� N II J 0 Q LID r ". ^ ,..y 3 • N Y L' L' L' Y J W Ql 0 w Z Z •• V r0 no co r0 r6 r0 Q CO 0 N i F C v Q CC N N M 0 LL LL 0 LL w w W O .-i i Vi • J J J J J J I- I- N L' 0_ Uee' a r� - CC (1 d CL d 6 , Ba0. M a s 0.- 2 J r- u_.1 - g0 owl ,■ V) N N CI V V V V O V W CL Cll 8 N LO (0 Ln M w I- > 0. a V d- V N d' m N _ Z x x x =0 > rO i--.4 �� Q N N N < m O U) r 3 . T . J O z 1 -• Q J �' p p_ O C] V) J 2 E E E E E E CJ y o 0' m J 0 0 0 0 0 0 rY Z •. CL Q CO y , N O O W J L L L. L L L W r a) > G s y 2 2 3 Q w w w W LL L m V W S!•+ co WO V V .. M Q � 0 I - C .• v • w M m Z F- O. J - O O d V V V V V V J R F m N F— 1— 1— m m m + 0_ �•'• 40 . • 4- ,� 0 W O N o N Ln O ° I ONO <n - ' N Q r1 M .-1 M IC in .-1 �' ° Lc) 3 1- J CO x a' 3 . --I '1' CO Z d' _,/ ° ^ ro 11 LC' o, < N W , -1 ° U 4- = Y Pi -4 O = = Z W W Z w p `n Lo 1- 3 0 0 W c C M • co W Q c V W d' CC -n II a' 0 0 = (n W 'D MIS N m O O V - 0 F- f� 0 N N 0 C/7 n d d cL d Z 0 -0 t\ Ln O Z N rn1 O O O O N • ° I , O 1 Ls O N ,--1 N V - TTT N .. < CO CL M • c) c2 ° , w o < z J J J J J LL J 0 0 J V W '" 1 c J I- CC Q 0 '-' O Ln W V V V V O 0 0. • Q 1- O' CO I- H- CO 031- 0 (n Q c O II w V 3 N -W L N _ r( __ o ... z E o o N ,� A., ..••\ - v- L I LL R W O ,t. ^. ��j�tZ 41,0 M E X ,� I J Y V o_ r-1 O N y '/ d�� F 2 L N a N LO 1/ W �' • +�� .g.55/04::/' c? - 4- - Q O I VIII y n•wN �� ' ° Af ° C O a 7 LC' V r LO N 3 c 7 1- - L N a c II ,o J E r J - _C 0 E CO m < - - - 3 m N �1• W a = 1-1 MI III �� L n o n Lf") O> z O - V ' = V LC IOW FL , ■■ HIV II 7 cc d' Lc) 0 a co — o L O Lo SO O M n Ol .' < - o l 1, :II V Ln Ln - _ J 111 -� - r al Q N ,..._. y V V it 3a - - . 7C 1 * d amp, � '.,o�._ < - N O L.n r W Z Z 1.0 O CA U , CO , N N M \ H y J 7 G ■ N 4 ■ 6'1 - r--1 N V) N 4 N w i .., g O N N > z n " .7 V V V N Q N N N E �Q = t, L L _Q • N O O N Y } < C G 2 = 3 0 W'm Lr I c o E m ca. 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U 7 . 0 O_ O_ C C C \V , 700 ( 4. 0- Cl- = 0 0 0 JJJ W '8,,', �.. 4) (n V) O V V O d' U V V CV 4 d CO V (n CC CO CO CO nO5 I---I ' 7 z X X X CD W J J J Q 0.1 CV Cd (h V _I 4 V O E CO O - CL a 2 a J 2 E E E E O 07 M • L L 3D J 0 0 0 0 L0 CO 0_ Q & d (y N 0 0 N J '---' L L L L >- W . 'O p) _C .0 3 Q LL LL LL LL /- 0. W 0 0 w ' 4 = v CD V i CO 2 N W I-- "0.• V - 0 0 d V V V V V V V J ¢ :. W C O (n 1- 0) 0) 0) 0) 0) 0) O_ IP . 0 s 4-, O N a N ∎. u_ LO O o 1 g H ' N Q ,■ CO ,-I M LC) ma V) Lc , d N o d' ,- H • _ ^ ' --- LO 3 N (V) ' r-, --' J I'. >< 0 .-1 LC) Z CC > 11 LO c c Q W ,---, m n ,-I N • H I II = Z _ Q J W W Z Li- CO --' ( 0 0 U_ F-- 3 , O 0 W O O N W 0 CL' V W CC O_' J CO CC 0 0 S V) W " 1) - U Z W 0 O .. LL LL Li LL W 7 J 3 (/) (l) (/) (J) (/) O - CO 0 _ CL CL CL 0 CO C 0 W `+' W V) • CC O O O O O LC) Q • o o W Q , O r•-•• Ln O c ,--I w J L.C) D_ O N r1 N ow 00 U 0 J CO (1) _ • C CO J W Q CO • U (.2 Q O) 0 CC F- \ 0 Q Z O _ V 0 0 J J J J J W - F- F- J 0 0 J • • U O V Z Z V Li C .) 0 0 0 0 0 CL • 2 (i) - 3 N F F CO CIO I 0 (1) Q 3 = O J ± F- CO CD = C7 C] 0 }' NS � x Lu d L.., Z W O W O c ormow....... „ * 33 ▪ i_ F- O f OR M LL_ F- O CO 0 , • - , ,� � � , v`� ii • z Q z \ ti J r d v( / M U 2 0 F - W c 1 l ''.... • R � i o - CC CC W 1 �•••.e.4 WO 3 O W 0 Z 1014 = Z Z > L ■ Z 3 (0 0 C) = W Z S 0 _. 0' W 0 V _ W V - S F W a) 3 = J O Y (0 L.L.. J _ • N 0 .-• W W rl Q 0 O J, 2 a _ N a O _ G - M U , m -, ›- > .._, ._, a L.. F- ,-. - I II M Co p) a co I 11 -' L • M ly _ O Q w - O O O V) J •- LV OO WQ< III �� - II 4- -, 4, m U LC) s- • V o O E Z Q Q o W W W - Z J C1 • -J J (0 W 7 ■ < - WS 0_ 0_ O J W C[ (n J Z O O V O 7 Q N Ln M 0_ W J F- - . J - � Z O n L Q N l0 N CC W I N L.[) J (0 O CO W W [ ^ > _ _ 0_ O O = C7 O M 4 +. LC) N LS) F- O m II - = J 0 0 O Q O L.0 O O y - 4 V) F ' — cv ro ro ,0 Q O M .-a mmv,.�woa • O O Z V 0 'O '0 - 0 0 t\ II II •o CO m Z O L0 r 00 r=, • 4- , 0 0 0 CO o o 111 co 01 0 ' ,' = 0 0 U •0 10 J J J N N 0 ." N N M W W L.,... = < E . — y N. Cl_ 0. 0_ 0 o_ 0 0 0 0 CC N < \ 1 1- W "Fn. ti N V) V) O V O U C.) C.) 0 UJ CC O O MIPA N LC) M V) C7 W > A•'. -1 .0 •ct V co C V) d' m m m 0_ 0 co x H 'V- 7 Z x x x O W J J J 0 < 0 d' 3 .T-.Q N N N Q m S < '••. Q O 0 V - V) = J � ,) O 0_ O O V) J 0 E E L0 (V 01 (0 ' may CC 0! CO J 0 0 ti (0 ti II � 0 CL Q Z N 0 0 W J '-' L L F- >- W,771.` 0 = = 3 < Li Li CC : F- ^.T. . • CO V U W CC O V , , , (.0 V W - :) m 0_ F- W 0 W W J _ u O O O_ U U V V V Q 0_ W Q F- CO V) F m F- m m = N CC 0- • }, CO Q M LI_ ,-H N Cr N O O MR V/ l.C) M ,--i M Ln CV 1-H CD W - n 3 N M ,--I J N x o ,—■ , -1 Ln Z ec ' .c Q Cf W --( = Ln II un o - MM LL-1 W es, U U O - F - II S Z Q J 0 W W Z = W V m W I- 3 I O O W ZD c m O fn W Q Q' V W D_' D_' :n n D_ D S V) W '7 :n O O • E O W 7 Z ��tf Li Li W La Li 44 • 2 0 r\ , d o_ c d d m C] W V) J C% \ L0 Q E V) 4./) • - ¢ I- c O O O O O N _ V) 0_ J Q W Q W < O E r--i W J Ln CC O = d' K. � O n Ln O N V) ea 2 J W O _ N ,--I M V) -J m W o - II N J z X A 0) • U U` 4 CO J W Q Q 2 6 O) O CC I- Z J \ 0 Q Z - V d O i I- J W J Z OS O Q X J F Q 1 -+ V 0_ C+) 11 W V V V V O = d Z V) •-r 3 N J CC M I F CO CO I O (/) Q 3 J Z O O J •--• CC W - W W ,-I H CO O 2 0 0 01 Z F- O >- X x X W Q 2 J ' X x 4/) 0 O Q O v .1 Z W O W n 2 W - I — a I- W F- V 4 Ln p) L` - W O L7 - , = C 0 z z d' , O LJ z v) x x N. ) 3 O O O Ln X M C7 __ __ W Z 11 - 2 w F O O ,—I PIN ,- d' W F- - = d W V CC W 1--1 ,--1 V) = 2 I- -L I cGi _ W W . M + 3 x J 0 V W O >- C7 W Z W LL. U N Z .---. W Q d W o L1 _ -- rI Q CC p x V) d' d CL 2 N L a ' u U d N O _ tili ,t S x o j O , _ N II I _ o X LC) III C ,S o X _ LC) V N OA Ln CO O CO .•••••'-',. - • N O O O O ti N N Q m co m %// ♦ CO O - • LL. LL. LL_ Li_ 2' d' _ _ OA • J J J W CC >< N- 3 2' n. o_ o_ CO W LP _ O V - O W F— N - Ln M Z W co r Q CO CO f: (..) III 2 _ -J LO o O - -- - - #9Ar - 0 0 0 • z 14 M _ - Y - 4 LC) O W = ,—I N ( - 0 LD O l.0 O 2 Q IP CV 2 N - —, o CJ c7 ( �� / , ) 11 r, f o o L 1: • N N O Z N amen ,� w �, m_< 6 W o• J \ 1 11 0 J O LSD 0. ti • N N N 0 V) < 0) U r O Z Z V ro no r0 J O W Z O C ' Q at , N N Cr) W W Li W • O V-0 ,--, I v - 4k • J J J U W O N d U 7 O n 2' d C CO i 1 ga -• M d d a 2 O V) LL.) gm i5 ry V) N N = 7 V o V 2 Cl.) y C go N Lc, co W - > z 4 • C V co V V) K co V W ,o 1---1 `3"" Z X X X 7 O W J Q N 3 N Q N N N Q CO cC .--, 3 TQ J O Z O 03 V) 2 J 0 _ O O to J 2 E E E V , y o! O' m _J 0 0 0 Lo m W Q a Q cony N O O W J L L t Q f I- ^ C L) p) 2 2 3 < Li W W V C F- W 4 LL) co IN V V N V) <c ~ ^ N �.L V , , , , y CO a I- W I- G U O O 0- V V V V Q W a . F- 2 V) F- CO co m o_ Ow • 4) O z L. CV N LL, N NAR v, M = LC) a N ° n 3 C r J Cr, X _, 3 Ch ,-1 M Z CC m 4_, II LC) z < CV LL.I .-1 o V 4- O N a) CC = Z Q a) W LL1 Z Q L_ M • v LL F — 3 ■ O O w m 0 N O V) W Q CC U W CC CC C M CC C] 0 3 V) LL D II 1-1 N O C] . 'O I N Li LL v) L.L. u._ r r U i ti Cn CL CL CL CL CL M C] - o _ \ U0 O W C = O O O O O N , • O 3 Cl) X , O P--- La O N ry N J s_ N , -4 ct V v0 V • 3 n m N N N III co d aJ I 1 II M • U U` rn x i • � , co = O Q Z a. : I;! ii 3 O o C) a) C- III m ,.... *7 N O N • II Y ±� �. m 4- s- O �� °� �: o ` - ':`' ac • f PIM -,el ^ E \ \ \ I mo' : ''�` a n o CD LC) I II III r • •.... * t , * � > N r C7 • 4- 4- so ?G I wM....00r O 3 Vs v ch O c Pil C C O d > U C O L N CJ a s= II w J L o E J �, Ln .1-, m a _ - - - - • .0 o L ,--1 - O N m 1 0 a J - VP N V CO _ CL -� 3 CO Q a . LC) On III 1 1.11111.111111111111=1.1111111.1.111M. o II P Ln �t _ o L - CV o U N • W Z w w O p • w Q I J Q r o O p . 0 = d' d - W O O S COW > L_ q �Z x - ro - 1-- , Z J ~ LC) _ - O W Cr) J J W CC .-1 II < Z O 3 O q o _ N J CC ___ Z O n W a LLJ III t2 _ C F O r y <0 t H' N x - ro = J ¢ c,-, z ■ = V) Q ,;1;1 d' 1 -a £ am en ca o a , 6 oo, r O V N N O l0 0 0 O C1 1 op Z Z lO N LL) V) p ' Cr) N V) 0 .. x N N CO = aC 1-1 wQ C �k �k Isk -J = CO N 0_ � '•• N M a a. a v) Z CC W . 8n.) •2 cn )n )n .0 o w CC CD Z a oA N a) V) CO LLl > j V V V' C) d Z C7 (p H 'O y Z N N N E .-. = q 3 N >,Q -J 0 cn = J ' J d "0 D v) 0 = Q �� ^ 0 0 a 11 LO o n_ a c S N 0 0 a) 4-- 1— Y 0 , .c s 3 0 CC Lc- 1— W''� WM W 0 U a) W CC _. F O 3 V W ) m 0 0 a) N 4- Z W L.L. J * J 0 = d W NO �, o cC M N o N W LC O Z •1 \ N Q rl ✓ M , -i rn = L() • \ - o 3 cc . T N O M ■ rl J Ol >< N 3 rl • rt ri = M Z CC ' 0 _ r II < N W r1 m I y tion 2s. 0 (4 U4- I I_ r ' r Q r M d, W W Z LL W I— 3 Cr O W 0 0 I.n L ) W ¢ CC (-) W O CC m c CO O' O O 2 V) LL. ' v, II II J 3 O) O W W LL W W C.) 0 V) V) V) V) V) - a I L.C) -- 1�1� V I 0_ O_ O_ 0_ 0 ' ♦• x E H II - J N I— .•M•M a X I f s E 4- O i L �.• o vw/ ,--, O J-, 11 • u. G Cr 01 -. III "A — Vi ■ • L n3 X M -� y � �� .ety .r I,, LTV O - 4- 4- s- V ........ n M • � , Z C O O_ > M V n Ln - C c p r N a) M J o Q c II N m - - - -1 3 m 1■ III O_ III d N V) ¢ i O rp = Plik d- L = - 3 - (1 O "k" L - _ - - V a N z CD L.C)) L `� d' O O M Ln CO i r 0 J , , ,', , I o u: " -I_ '.. '1' ' - -- : ' . o = -- 7 L._ <, ' `.5_, - -t. i s _, c M d -k, =;' ! 70 : : Z E ' : : O '' 7 = E : co "2 ,, ,, 0 ; _ 4 3 as z f o N r MN M O = Q1 _ C Z LO `. NNM III a „� M O_ O_ O_ 0 IN a i 1 O w O•M•'. N Cr V V a) • - co I--I "V' 3 Z X X X E x 3 >:Q G N N N C N 8L7 O - L L _o r CL Q C c rn _c .c 3 O f-- � ,� � . _. op O U a = r J m Q a.-) 4- J O' r.:. O O cu Q i H m O VP • 0 L N ,o NJ CC \ l0 O ° 1 = _ \ N Q C M , ■i J Ol X 3 . ,-- ,--( M Z 2 yv 3 II LC) z Q N w ,-1 m ri n Y V 4- U O PPS -.J cl, CC O N Z r n I'D W W Z W N U La I— 3 O O W f 0 • cr) W Q CC V W O_' CC C M CC p p = (T) W J in II - J O O a U (/) (/) V) V) V) C, I] I— - 0_ W d W d z O 0 0 0 0 0 N O w c N • p O 3 CU O I lP O N r-i N OM J L \ N r1 od V = DO N N \ C M • U 7 Q a X L \ p Q Z w 0 O J J J __J J W G - J p p J U 'D r--- J I CC ¢ VP 1 E w ---- C L.i U U U U O Z 0- U z Ii, • 3 t\ I - f- m on F- p V) Q I- `-, U + -I-I CO i t v a, MH H- I-- w �I E CT N �(y oo f E 4- 0, LCI i a a°``. o cc .` 4- o .0 Tr _ tt .':o y c 0 CO z N L �� II W *.. F o 1 C7 - L X ! -_-: z 1 11 CI) N CO r N C CC .- CU _c m MO CC X , I X N H a MO M N J - m MI 0 d V) U - • N N N L. - W Z O p a (n J ■-r = CT LP __ - _ _ W Q H �� ■ • ! 'o J > ¢ Ln ` d O O o x X n I� r- w O M CO N ri m w f z 1"."11-f) ra o 3 Z J - _ 1# 4 - + J W CC ,,. J J . O - ¢ E z N _J L Z O N J CC L_ �. z z XS - o W S C3 ¢ - i ' (L 0 H O N rp = J - - C7 Q £ V N V) H- X > ¢ < M a �mZw_� CD N r Z V rI M V a) 3 O l0 O O = (T Z O co N Cr) 0 111 ,---4 C N r1 M Q n d y7 o k �k �k J = CO N II I — a h. a. a. 0 N z � \, r i \ \ = W $ n.c - co (n v) .N 0 w m Q C Z 4, pie N C' - V al 0- z C7 c' E _ TC z x x x E Z¢ z x 3 .< Q N N N =¢ N __J (j O 0 N x . "6 N O co d < • 5o y .. L L ar I . O r = N O O o a- � H W c G!--. _C -C 3 U CC LL I O C.7 V W I a m Q J-, 4- Z W L- U 0 0 a1 ¢ a w J 72 'r m O x (n K 0_ PAO • 0 LC) N (,I CD O o E \ .-I \ N Q ■-I M r-1 M LC) _ N d' N o 1•-••• .-1 C .--I \ \ o 'O M . ■ J Ol >< �o II Ln < N LLI •--I V 4- .--1 3 BALI O N s = L. CL W W Z Q LL f Lc, V L LL I - 3 O O LL z 0 • (c) L.LI < CC V LJ CC CC n C M CC O 0 = V) LL ' - J 0 MB Z a LL_ LL_ LL LL L.L V V) V) V) V) V) .- _Q F- N d d 0_ d d L. CD. cL O O O O O N O z p O 3 N O 1-- LO O N r__1 N J i \ N J d x c, CO V) • p o CO O - a1 M • U CJ o) >< i W 0_ \ O Q Z ■ J J J J J L J \ J 0 0 J U F' W i--i - J I OC Q a C..) • -, LL O O U (..) O = d z N 3 Q F- CO CD 0 V) a o CZ • V .N r O - 0 O >- V C 0 O V .� . O .� �.TJ o a) Cl E4- v : 1 4- L O . _ Viz c rn �; 64 N O / � L ,13 c _/ N N V O CO L. ( • RE „ I t 3 - 0 N N V c MrNrYrN Z em - C O d > 11 V In 3 3 • In a O _ Cr • C 0 o c II X11 = A m E . J ++ /// 'i ■■ a II - _. 0 , o d O a� m X X J _ -1 t - 3 m CC CO r M N p = a VD itfAlliii■.-__ (.., III ¢ NW >< M _ :: __ I: < _J ,_, , < V) I L O c..._ o Q V O C m z - �w= °m< - __,1 , i.. _t- L . , r7 'e - , _ .`=" : ,: ;1 ! ! :7 ! c co a N L 0 a O r. X X •— M —1 , -I O co Z - CV , N J O_ ¢ I n In V 4J a a N •, m n mmvcc��.+ ° rc _a N CO CO O 11 LO r • ,- Z Z • • ,O = 1 G v co 1 , NNm III c ,-' 44 c 4 �k i•k J F-- as o0 . M d a d in \, ,-{ V LLJ O � ,_ V) V) V) a.- Q O .. �' CI) Z a o M N C V '7 CU ..1- r p H •d:i. 7 X X X E x 3 2>.¢ Q N N CV C N 'Sit= ^ O L L .Q v a. Q C^ S N O O N o ›.- WR-- 0, L .0 3 o /- pro co 0 0 a, m O O v J F- CO O a ^ U--> o O • OC w l0 N o N L_ O • co r-■ M LC) ti • rl --- J Ol X LO • 1--1 1--1 1' Ln Z CC 4- m N II ••••••1 Q - w II . N J N eZ = CD N O = Z W W Z LI- o V W 1— 3 ■ o O W J m N w (n Lit < CC v w d' cc II - o N = O Q' D O = V) U- - 7 C C I- Z m 4) o z W NO z II 3 E co < F- LL W L Li w - -C' L Z V) V) V) V) V) O V) 4- Z ^ O V) o_ O_ O_ CI- CL p C 0 --J V Z v CC O O O O O CV < W W d J O - (/) 4) - 0 (/) J W ,--. CO W p O Ln C ro W Q O H ti �, O ha Ln O CV ,y w # J 0 0 3 V M l' 1 CV ,� cr 4< U M a r- 5 LIJ N V) 11 L W CC O Z r O ,- = < CC Z V ¢ CO O E 00 F- W a O CO M • U C7 01 J- = V . V t_ O CC V) I- Cr) Q Z ▪ t\ F- 0 N O V) _) CC ,� r y J J J J J W 4- W CI 0 J w W J 0 J V $M = W O Z f Q M C] CO M J I- CC Q ,,l V C V W W (0 O U_ U (.1 U U O J 0_ Z V) O N J to • .. V ry F- 1- O m m F- CD V) Q 3 O CO W J O V) .-= J .-+ J J Z W • rti '�I LJ 4- CO - 6 Z Q 3 o 0 C F C O 0 W C7 J t CL W ro n_ CC J Z CO 00 ++� C w J a) LLJ V1 W< C) - J 0 //1 o `13 =) N - C •> H!! 1 / " M • ~• ~ c .• w 5 .-. oa w O V) I- -I w Q O CO le y O V O) \ J O ¢ O J -1 'y Lc 4- W N 3 .•N•.• . . \ I 0- O - LE, 1) w z¢ /1/ M i� 0 ,ti N O .. w Q d O / W t'i� - L O N -1= CC W W 5 t Yv l , 1 ... 0 'O N E 0 V) I Z M Ln O r o O Z K V) w = 4) N •r- .J. O .•-• w ,- L L C7 4... Z F- J O Z CI d N 3 0 0 Q 2 Q O J o _ E� O C) CO O CC w O M /� J = N 07 - LL_ 0_ u... m J - �c 1•c�• - - O T 4- 4) 4- W O 0_ I- J ( 1 1 C U LO J z V. N C o CO O 2 O J Q O Q x ■--i w s -. 2_. o c III 41111111114 _ /// - < _ - gio WV W CO L LO w Z U a ois O 2. _ 1 J CD X J CO MK C', r III ¢ • 3 o a (0LID(o x o LO rn rn rn V -�, _ - _ z N m _ N •--I CO Cr) CO a) Lp - II II U - �(�iE• X w 0_ U N r0 t0 L •. Q Ll') .1-J — N w LL_ LL w N Z(' • J J J O �® Ol 2 - C X CC 0- 0- CL. -I-I - 71NIIIMW.• l CD W N O LO 07 N r l 1 W C _ 0_ J at L • X lik.. Lo X { IgF v) CO OJ -J O O o C M LC' 3 a--) a-.i CL M a . . - - - V 4 4,) ? z I X ^ O LO O CO LI z - N V ,..r) O C7) O N -� 3 3 3 a - 3 N 7 - O i ry • O ti O (O 2 oa v, • c, w oc ..< O F- - ti CO m L II C O PO ti 3 • + y N V) 11 Q Y Z Z • • V ra CO r, •- J N _ ' Q O cr, N N CO w w w LL_ N d-, CIL y • J J J U CO a-� `',6' p d' 0_ O_ 0_ N it r0 F ' + � + cu " n n n o v o o L \ �_a.: L o co X W ��. C'1 LO CO Cr O X Z (y O Z X X X O W L Q X r r0 >;< Q N N N Q CO C M r 3 5 - o to J O E E E 0 y L S.- J] -1000 a N 0 0 4J -J L C C = r-1 H >- C ^ J 5 J= J= 3 Q LL. W LL. 4) r0 W'vS! O I- C2 v M o ,-) W z F Q, U O O V V V 1 C L J a. I- CO N I- I- CO V) d CO . + , o • z IL N ra N LO O o� • r1 \ N Q .-I pp , LC) co r■ 01 LP = n N p - co ,-I J 01 X . •--I 1 L° ' Li) Z CC LP r z < r LLJ .--1 co N II - 0 II — L Lo J--' C = Z _ @ a J J .--. Z = LL a < Q O CO U LLJ _' U Cr a' LOJ m J V n L s '6 O O O = (n LL- '7 on m•, .AMR z 3 N L O Li L U.- Li N Ln Ln (n Ln 4- @) o_ a d_ O_ o. 2 O • - • O O O O O N L') O V CI) CO = O LO a Q \ O I■ Lc O N ti N PO as V (`1 U N i-1 II m J L CO _ • co C] .0 'ti `--I co • U CJ Ol -I-J ^ i ti V O O M O Q Z I - N - ^ ' J J J J J L I J 0 0 J V 1 z US r C N rl /rl Q 3 r- cv 11, F- F CO CO F o V) J CO CC - - L d , 3 0 ▪ m 0. C 1 -C (L 0) � O1 F- >< N Q1 l //� ^ V O 0. Y �J` . t .....- * ....."Ii <A1 : ; :; .-. C o co Ca'0.1J Q Y M it O . , t �s < a, ,.., ___1 k .., .4 MI a. 0 0 � 4 LO .n - 3 r O O Ar x O - r C L = J-) O CJ d N 41 U J o .- O T 4- 4- L1� _ _ ffal N C N ' C N L r1 M Q C /// A/ o ,j- rivammor■c% Lo ,--■ IW x ...,- P o CL ozzoz-coozo,o,m CL N — III r, o X ' r--1 L.C) N Z 17 L Q r S co U - ▪ - -- „:„ <„,_ O O CO tT J \ N ` 1`�� \�\ C] - ' O X IL M _ - - Ow < LLI ,_ ..,„,_ Lc) L n r Ol k m \ \ \ O '~ - ▪ - d C C LC) L v '�� r--- O Li-) ~ - Ln z _ v �+ 0.) - II �� X U - 3 z N QS 3 Q = v mm.�_u,. I- N C - p 0 II y Z Z r p O N N n N N M L-' 4-.) L O • w \ \\ (/1 (n N (o L \ \ mss.. LP V d' w QM.,`� Ma N L O O >.< Z O vvv or- 0- CO ° 'as X X X L Q. X = F-i 'C'x' 7 Q N N N - O co = N >;Q -0 . N w ) -o -o w m m • L J c_) v L. . 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LD O C] W • � � � �M•n.MaIN Z = Z O (n 'J tot n .-, CL Z I O ' _ G I CL z N V __I =. 11 W ODa - - - S J J _ - o III �R INS W x Lsi o Lc) - - - - - - , ,,' i i t ; ; : := ; ; = i i =! ::: : 2 O X L N cc .,- > r c7 O = U a O N = s < _ WO W O C7) LL W V) • Ls In .- CL W z r-1 (,.) M 4J �. _ - d d o li\ N O S CC CC L n N M J W O N • J CO W CC J F Z W Q Q = ,- CO 1 Z J O W W F J W a J Z O • O Q CO V V CL - Z W O N J CC _ - Z O - N a J CC W \ \\ Ln - W lO W W O CD = CD Ln M _ CL Va F- O x 1 V) S d = J M _ _ I- V) O Q 3 ✓ CJ .J-. W 40 F- M 3 <ro v � f ° _ X z d M •.n mONV .+c N W Q Z V M J Z _J O Cr, Z LC) SO V 3 - c) c) CO C] O Ol ^ .p Z Z •• O CO CO N W V) _ (/+ Y CO Na III ,_. , N N M = = d= N Cl 471 g M g • CL CL CL V 3 N Z CL' \I,. ,l I w On', fA N N V) V) K W O C W 7 W Q Z CL i cr V V m V W CL Z C7 50 1-1 W 7 X X X < = F Q Z CD d N N N = F- S d x 3 �' J F- - Z V) S CO J = C.) O d. O C] V) . d O C] Q .54 2 40 CC m 11 . O CL . N O O W v • F- F- >- 0 G 5 • == 3 x Cr V K W I C.: Co V V ∎-1 W W W CC I G v O F- J CJ V W CO 0- F- ----, 1- LL Z W W I 0. O O Q W W Q CL W J Q w F- CO `--- CO C] = N CC Cl_ WO . M O rl N W N 0 o ° I g ,-I \ N Q r1 N ('") r-1 M LC) R ° N \ ° -- --- o ▪ 'p - 0 ,-1 r J CO X v -1 "' 3 0 . ---I r Ln Z CC } 4..., II L c) o < r 4 LL ,-, C ro <1) ,-- I :n Y 0 4) '4 4) U 0. L_ r Z 01 M W T W Z LL- L.L_ 1 3 , O 0 LLJ M 0 - Lc. 02) (n LL1 Q CC U LLJ 4' (r C C M O_' CI 0 = v) I_._ '5 :n II v, 4) - OD C O. 'n - 0 U LL_ J LL LL LL O r U 4) V) (n (n N (f I Q :n 0 4_ 4_ 0_ 0 p - p • W O O CC O O O O O N 0 p O 4) '4 , O r` Ln 0 CV r1 N RJR J L. v) N r-1 d o41 U - m 0 LA N L \ • C CO CL 4) 4) OO • 0) C.7 Q 0) X L. _0 \ 0 Q Z W 4. E E J J J J J Li J 0 O J 0) - E J F- 2 < OS ° 0) --� C J7 0) LL U 0) 0) (.J 0 Z d z V) 3 4J 0 F- F- On O5 F- O (n - Q F- 3 ¢ 0 y - v +- 4- 0 '-1 N 0 • . o) - - 0 @J >- F O) In N v) CD • .. . - C 'p O a) , J. Z v 4) X ad , C3 ATA • Y�t' E 4 - 4) r - C ice: 1,.; • �. 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O A 0_ .1'2.4 ° CD I-- � � i;� 0 H a. 0. 0- 0 > N w Or• Cpl N N V) V) > Z a V V d ' 4) Ip 1-1 k• X X X E 3 TQ Q N N N 8.r. ,- C ° -J a o 0 o_ ¢ Cc N 0 0 4 +, > W... a, .0 .0 3 0 I- Ow O 0 0 4) 0 L m 0. �-) 4- F- ' G U 0 0 4) J - m 2 Cl- k. 0 . .-� N N N CC S \ '--1 \ N Q � N _ M r-I M M io lo d' N N O - _ N . o — CT 3 CC C .--I ,, J CO X ~ W 3 ,--.1 .--t `r' L) Z CC ' m 4_, 11 Ln , < ,--1 w o — 'n o v 4 O O V) z Z C1 CO J W Z Z LL 4- LP 0 LJ_ I 3 . O O w 0 • (n LLJ Q CC CJ LLJ CC CC = vi (11 O! 0 C] 3 (J) LL J Cr, O PO a - O L.� U. L.L. LL LL V L L _ C _ 0_ L O_ C(../-) N O_ L O_ _ d __ Z o ,K O O O O O LC) O E N - 0 = O 3 cl., ru O r - Ln O N r1 N J L O MO ad V .. = r- N ,--I .:1- 0] (n • W CL C) (o M • CJ CD of x L 4 = Q Z - W C1 0 J J J J J LL VP - W .--. C O J Q 3 d' 0 V LL CJ U O O O O - Z N 3 N f I m CO F 0 Si a r 0 CL - V .-, .-1 N -o O 0 O C } a. 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J 1- .-, J _'V 0 a 0 - 0 N c Q v L L ,2, 0_ Q tor, U N O O CJ V • } d , L L 3 x L � 4.)", L V U r-( C) I Cw y O •-, m 0- . 0 _ +-) p„ `•) O O - C) -J .a i F- CO `, _Q O- 4- o z LL CO CV N 4 O ° I M _ N Q ' LP CO .---1 re, Ln ° M 3 - J O x - 'O 3 H 4 Lr, 2' CD 3 . cn ' II Ln z d Z < N W 0 4- 1 _ O N N OC u Z , , r d r LL LL Z LL LL I- 3 ' O O LL m 0 L• (n LL-1 Q CC V W LO d' 0 M a' O O = (/) LL 7 A II - J O Z 0 LL LL LL LL LL C_J V) V) (1) V) V) I- C1 0_ 0_ 0_ 0_ z O \ ° O 0 0 0 0 E W • p O 3 (0 \ O I— LC) O CV r+ N WO J O — N , -+ .b V • , CO A \ • •° CO 0_ (0 M • V C9 - C, x 4- o Q z W 0 _J J _J J U._ ` - ' I, a - , • � _J � 0 _J U W �- O J F— O_' Q a _ W .-, v LL U V V V O = D_ Z (n N I- I- CO CO I- 0 V) -• Q I- a J V w Y - O 0 > WM d .0 0. (0 I- ... f 0) O O .3.0.•:...1 '" y E o r 0 ' �' a : 4- o o -I ° G�lc� .v C w E u y r b 1 r4v;2 q in O J C' 4- ,J�y, k, -4 • 4- 4- N s s -o o a E /// x /,'�' �� x A ' ° I 0 0 .....vol.- � z 3 Ln 0 CO N , -' —. 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