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607 Paradise Ct (vault) f 1 JOB ADDRESS TYPE WORK LJCiU L PROPERTY OW E�RjC U LLC' :bj TE]'.FPS OM (41 CONTRA OR ELEPHOAT PERMIT NUMBER DATE INSPEMONS. FOOTING �713101 SLAB $ Ju l M BEAM LE= NAIL ING SHE4?UNG FRAMINCICOVER ITP INSUlATTON -� FINAL BUILDING 10 CERTIFICATE OF OCCUPANCY I �) -C- ELECTRICAL PERMM -�34 -F/2-Vo C .INSPECTIONS ROUGH ' -3 FnYAL MEC�4N3'CALPFRdll7# �;2�g� ...; .z���y�c� INSPECTIONS ROUC4' �'� FINAL / "~mss o/ PLUMBING PMUR" INSPECTIONS ROUG&EWDER M-.�B IAl' TOPOUT c WATERaEWER -'0// FINAL C� NOTM. BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: _ Building Contractor: Building Permit Number: Address: Legal Description: 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 Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Planning Building CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificde issued pursuant to the requirements of Section 106 of the Standard Building Code certi ging that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 607 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 607 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22237 Date: 11/02/2001 DON C. FORD, C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating budding construction or use. For the following: Address: 607 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 607 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22237 Date: 11/02/2001 DON C. FORD, C.B. . _ 'lost in a conspicuous space CRY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinate of the City regulating budding construction or use. For the fdlomng: Address: 607 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 607 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22237 Date: 11/02/2001 L _ DON C. FORD, C.B. Post in a conspicuous space 10. CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating budding construction or use. For the following: Address: 607 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 607 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22237 Date: 11/02/2001 DON C. FORD, C.B. lost in a conspicuous space Ir h1 'O, J CITY OF :�30�1 -... �� S Off 0 ifici R Uffi gE F p Date �`/ Pe TimeCIO U Received —(o Q77 Job Ad lity Owner's o Name Contractor _ B iLDI G CONCRETE ELEeTA�� �Roug ZEC—HANI&—A--L--- D Footing ❑ Rough Wiring¢ ❑ ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation 3 Lintel ❑ u +-� ❑ Sewer ❑ Fire Place ❑ �- Pre Fab READY FOR INSPECTION A.M. Mon. [i Wed. Thurs Friday RM. Inspection Made Inspe r Final Inspection LlCertificate of Occupancy 1-i7,Y / Date W OF 004 C� 14 0f11\11 $ O{�!°e FOR`N Qatn"tN° MEGN & paC°n J cJ �G p vgat` �eln0°e Oat ( / e R�CP� � j0p O r ecgNed s E� \i n9 6e�e ay C, \d P ob s 0\) POte �Ft J ���� (eR a �Op1 O�net s/ GOC9 �`V FOA VNSP � e� pMts 0�ron v ancy C Nad e G C Stab t 0-1 d PM. \tnsPe OcOap `rate vle Fina \Cate o� -01 eram'�n9�n0 "le P air pate ade �'j tnsPe6t�0n M 1 q-7 �eOtO< BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contracto Building Permit Number : Address : r Lecal Description: 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 1 � I Lowest Floor Elevation: ' \ f required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works e-le _ �C --31—c� j Pianning / Z (n/ -01 Building NOTICE TO: Water Department FRdm- : Building Department DATE: // 2 -o� -----------o� Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number c _ ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sinc y, Pat Harris Building Department FLOODPLAIN DEVELOPMENT INFORMATION Location:: 0 pal awv�' Co. l Type of Development: c - Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propo d velopment. Date_Q( 0 Applicant's Signature i Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation a2 Survey Filed with Building Department to c._.. Building Department Rep e Nov. 2. 2001'10:574M4 BE3TCON, In. 1.17 FNo•8381 P. 2 _ MAP SHOWING PLOT PLAN OF L6 T 4�- AS SHOWN ON MAS' OF PAR,ADISF COF AS RECORDED IN PLAT BOOK 53, PAGES 42 & 92A OF THE CURRENT PUBLIC RECORDS CF DUVAL} NTY, FLdMFWA run. 4zihrrGOMa IMC. DEARING RENCE: BFNeNG SNOM ON RIGIT--OF—W I HEREON I§ft SANE AS ON 7tiE ISN LAT, e �o-� • Co Ol2V 4419$, PAGE 235 • ti rQ 589'47'58"E o` Y 50.00' 00 4�1. �} (4.) 3 ti LltCi$irlDt ®�r LANN 20,0. 7.5' ; V- r' _ Q m FMRt ow F (f * ; $ OAK OD MAWMA 1— M O $ W ~' 9 COAR ~ 0 W d Q reveenc Q O 44� nw MYRFI6 Woo MYRhE N LL q 5• {�} e Y,: N. TAN PfAA J • J , sMEeT caN O '' o s o' O f 0 OPE zPORCH .s' PAW �r ltuusum ,� 75' ac. i W 5 e 4 b i? 'O8 N 5890580;09"W 89*21 01"W ' R=930.W' t-2MO' 1a' 0I[LTA= t • �)AkAMSE COURT, (W 4kICN7 OF WA's 4_ K I TYPE "S" DRAINAGE 4 fj,QTF-'„ IFS.LOT VOW WREON APKAAR3 TO UC MpnnN r6)00 PIKpARF9 Q`�1. ypNNI� -C, AS=FROM mE"m IN9RAUm"m MAPS.COpkxaNeTY PANEL Na ,zt,n7M_aoa,u.DATEo 4-+7Le9. CLARXON N 40 AX PROFFF_SIONAL LAN SURVEYED W18Y 17 2001. ,ems NALDD A elf SCALE:3" -- 20' JAGKSfjNNILC,rte.;3Y,td'z Received Ti�1e'MaYlB•' 9;03A CITY OF r� Bim-A7 Office of Building Official REQUEST FOR INSPECTION Date t 11 Permit No. . Tire Received Job dress -,.—,locality Own s Nam `� ` Contractor BUiLQI_ -CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re R40r19 ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating IrAaulabon Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION_ , Mon. Tues. Wed. �Thurs. Friday P.M. 7/.��/G''/. A.M. Inspection Made P.M. Inspector Final Inspection 171 � //o�, Certificate of Occupancy 1iT ( 3 Date / nni�tt__ � � �&+�CITY OF tt� 4&4a B - Office of Building Official / REQUEST FOR INSPECTION Date /7`f t�[/ � Permit No. Time ` cy-Received '" P.M. 'y7 CC� Job Locality Owner's Name Contractor BUILDING C NCRETELECTRICAL PLUMBING MECHANICAL Framing F) ootm ❑ Rough Wiring G Rough f i Air Cond. & 11Re Roofing ❑ a ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final E Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A. Inspection Made �`a _ P.M. Inspector_ Final Inspection ❑ `� -y J Certificate of Occupancy ❑ Date //CITY OF jF 4&6^14-c !3 -"tLfi'lf�� Office of Building Official REQUEST FOR INSPECTION Date / Permit No. Times A.M. Received J ess fl Loc Owner's Name Contractor BUILDING ELECTRICAL M MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ?1 Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel Final ❑ Sewer ❑ Fire Place F— tf Pre Fab EADY FOR INSPECTION A,M. Con. Tues. Wed. Thurs. Friday_ P.M. Inspection Made _ t V © © � P.M.A.M. Inspector Final Inspection ❑ !� e� Certificate of Occupancy ❑ Date nn& CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Q� �V .M. Received C> 0'77 ^ - l/ r Ca XXL ` Job Adder ocality Owner's Name Contractory� BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing ElFooting 11Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ t-" ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place I Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. P", M. -© A.M. inspection Made P.M.Final Inspecti 1 � ( Certificate of Occupancy ❑ j 5 7 `,' `t 7 5-3 Date OyF //�� 4_t��c //CITY O//F Office of Building Official REQUEST FOR INSPECTION Date ! 0 -0 1 Permit No. � Jr Time �......__. Received P. J Job Addres r--� Locality Owner's / j"" � Name +��` Cont for BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough C:, Air Cond.& ❑ Re Roofing C} Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ElFinal ❑ Sewer ire Place ❑ —� Pre Fab READY FOR INSPECTION P Mon. Tues. Wed, Thurs. Friday P. y A.M. Inspection Made ,/ �� ®� P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF /3eV-d - ltvts+nla Office of B Officials REQUEST FSPECTIO3 Date / Permit W,5 � TinteM. `�� Received —P M, ,1p6_8ddress !— �Locality Owner's Name Contractor _ �ILDI CONCRET _CTRICA G CHANICAL mi J ❑ Footing ❑ Rog Wirin ❑ Ro ❑ Air Cond. & ❑ 'Rd"Ming ❑ Slab ❑ error o e ❑ ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab , READY FOR INSPECTION A.M. Mon. Tues. pp�. Wed./ �Thurs, } Friday M. Inspection Made V 1 PM. ! , Final Inspe/ion EJInspector Certificate of Occupancy❑ ` 6 , Date CITY OF 800 SEMILE ROAD ATLANTIC BEACH,, FLORIDAF32233-5445 TELEPHONE (904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. DRESS Please call me at 904-247-5826 if you have any questions. Sincerely, cz- ATLANTIC BEACH BUILDING DEPARTMENT A4F CITY OF W&444.0 Be4404- Cfi1Q Office of Building OfficirION REQUEST FOR INSP pZ Date /0 —/—` ` � Permit No. Time M. Received M. Job ess o lity Owner's Name Contractor BUILDING CONCRETE ELECT PWMBI G MECHANICAL Framing ❑ Footing Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INS ECTION Mon. Tues.! Wed. Thurs. Friday P.M. Lo IA 1 J 1 A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date Oct • 18. 2001 W 37AM BESTCON, Inc. No•7835 P- I r� ■■TJX.�j ''sl�la•I''7�iM.�#-4� ' a��{5� '� '7' Release Request and Early Power Agreement "-v tsngwette,I MW twdse coadwolo gad tum of this f ly 774 Arve meat&Ran W OVIO$ , 'PC 0--Tar"i6e-- DUMDM FM AM NO ! MZC MC pn a NU_'6"G, _ SEKVIC V. C Cow o OVERIMAD �" LiND�RG1itCJVND ve,rise ttaderrsi Crcaasal Contractor and Sk4rkuwk undammA.err"t I. 'WY I Dwor-is Ford'for our eonswetion aonvaduWc.is Ili required by Codes,docs SK"WoNts for r WW toapacn os at due C/O(Cwtv"'We of Ooerpaser)t]sat essuu bs isip.d aedoae opcupaacy;and L The:Cit r of M00%:kC lleaeb will r wha a spa:W Mvemon rel to teely yo.►ar ehu*w ,and rough kv enion stsna' havePCI 'Afptotl including mom bate aoanactloat;cad 3. O ry or va of tho nen totsssrvaion More s forted CIO aant6ma fa<wmUjaar_use of the eeasiy dear St.ricc,is 4vrma pcuftib*tu4 and penalcsed b1 Tim�of�{MhxxMh Ord►naocK vr6uld bs a viplatioa of t Atj c and s6U retsuli a a er yww for•prompt rcronrd e>f deSvrie st►site-fe ss t w mj taus(24)your isq.na! 4. `Lrarly ower'rehat tutbosi y is the i0 ettiieiao and Mint aot occur bcfare: A. 14u*AW"dwim and fixr;reo are io UDA for blanked A""r.asci B. Pand is complete.with breakers and cove-,and Qabdio4 ovgai ai at final inspection) C. Seerim n Doi Mioo mud troutwiag is Completc.and D. 7U docrric Moo hat sddr Paarod Lhm%66 decsriell dmek mrd E. Meter an permWW*rovW vritb address.and P. Temporary oddreeta nurnbees elitplayed(Penumeat numbers are n quir d for C/O) 5. Ill!sr fen aed on),outstanding tvq+aire wentt Miro be steisfrd prior to,4~,,acrd 6. n;s Y tosapktad form it to be submitted so the preceding DepelTt not as the Ret oesn I dace for Facey Pt ww by hr11d,r a seal or�ov(�➢W)i1�l0�ae�? �S'BZ.S. '. Future eb twill ooe be accepted frost►thanwho-Mme any one of hams 1.6 sbo.e CONTRAC OA ^�., DATE rl � (Si�aeitrle of Bttt�de!} (54naute of OCtrlcift) PEMONAL NA'MX OF 1r MTER - -4Ea/U/.e6n 7�! ��y '(Pkue Print) 1Vlsaas No, _ A�••„ 9/1NAt CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address-JI )p 'J ffes' Dated Heated Square Footage @ $ per sq ft = $ Garage/Shed/0h2,-ojj @ $ .00 per sq ft = $ /IV-2,200 Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ `;'�{ Total Valuation 1st $ A ')'o Det P $ d Remaining Value $,?.�sslper thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ' ' 41 ( ) Fireplaces @ $15 . 00 $ '.. .. BUILDING PERMIT FEE $ - _ ' WATER IMPACT FEE $ /�r n ' L/+ , p 'F .s rte r ---�SEWER IMPACT FEE $ .Z 0 E CAPITAL IMPROVEMENT So SEWEk TAP � t(J RADON (HRS) . 0050 SECTION H PAVING ( ) $ 3 HYDRAULIC SHARES $ -b — CROSS CONNECTION $ 3 k3,VM SURCHARGE . 0050 $ 40 30&4- .70 OTHER $ GRAND TOTAL DUE $ / ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION 4'w 81 "IVE.' Lot Block # Section #_H Subdivision: 3 U Street Name w DESCRIPTION OF W Dntic gear!'; or Address:i(q _(If in a FLOOD HAZARD �- �' and Zoning Flood Zone: area complete page 3) Brief Description (0����f/�jFPG�tnsc Class of Work: Remodel/Addition: ZONING INFORMATION Type of Construction: i,-r'>146 Zoning Proposed District: Use: Ci7piM—C Estimated Value 'c0c)(7) Exceptions or Variances Materials: Granted: Solid or Filled Ground• -�r2n!1:b Roof: Mi!�_j A-t— Method of Heating: OWNER INFORMATION Property Owner: GE Phone: ���,Q OLJ 7 Mailing Address l4 S"( Et+cr�lac'3t,G`i�b Tic 7S,4= zip:4- Zip: CONTRACTOR INFORMATION Contractor:Z�4g 1,UC�jNfLjlpy�lh'�,ctF��,A►�DCt�_Phone: '7Z p(L�( Mailing Address: (g/5- Cc Pa ,�-M- LU-j, 22?.LIGSoFfCJt L1_E t FC_ Zip: '3z—z-i C. Expiration STATE LICENSE NO: --7) U -d S-7 zl��( Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPO NG DATA HAVE, BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature `s DATE Contractor Signature DATE (L/ SWORN TO AFD SUBSCRIBED BEFORE ME BY O P A/ THIS _� DAY OF . l NOT Y PUBLIC .,rE WCONq�13SI0N# CC941756 EXPIRES lune 4,2004 q' ' ' SOMMU RU mor FAVI u+a UKt INC f CITY OF ATLANTIC BEACH - DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT ^^PE RMITINFORMATION y_ - — - - - -I ;Permit Number: 22818LOCATt©N INFC?RMATItN Permit Type: PLUMBING Address: 607 PARADISE COURT _ - Class of Work: NEWTownship: Range: Book: 53 ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Lots):4 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: _ Parcel Number: Improv. Cost: Oy 1NPGRMA-{-ION i Date Issued: 10/09/2001 Name: PAUL NICHOLS Total Fees: 25.00 Address: 607 PARADISE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/09J2001 Pone. 904 246-3747 _ —) Work De i: SPRfNKLER SYSTEM - CbNtRACTOR Sg L{CATION H2O MANAGEMENT, INC. �P RQIIIT 25.00 � Y S AY Ax 11 + b�1 x^� T v�d&�.Y 1 i a { 4 •y - C NOTICE INSPECTIONS TBE RL ESTED�AT LEAST 2�#'HOURS IOR TO tNSPECTION BUILDING MATERIAL,Y. . -_ _ 1 1BBISH A EBRI$FROM THIS-WORK MU "PLOT BE P CED IN PUBLIC SPACE, AND MUST BE CLEAREfl l HAUL D AV1/AY BY RIR,CfpNTi A _ R OR OWNER QT ac5. $i T '4' Any 11 FAILURE TO COMPLY WIC,LfHE CANS TtO ,i7 F [ SULT IN THE PROPERTY OWNER PAYING �� ., I TS ISSUED ACCORDING TO APPROVED PLANS WPIC THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $n N 14 -ATLANTIC BEACH BUILDING—DEPT.--�� late, 19/iR/e1 It Receipt: ll11MA CITY OF ATLANTIC BEACH _ DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT.INF4RAlIATIOlU Permit Number: 22819 L AT N F MATI T--------- Permit - - Address: 609 PARADISE COURT --� Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Elf?it # NPOFtMATfiON Date Issued: 10/09/2001 _ Name: BESTCON _ ---"" -- Total Fees: 25.00 Address: 609 PARADISE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/09/2001 Phone: (000)000-0000 Work Desc: SPRINKLER SYSTEM — __ CIM, ........ ------ AW }PLICATItN FEES' _ I H2O MANAGEMENT, INC. >PIRMIT ~25.00 ,. 41 t § <U1 � .. k NOTICE - INSPECTION TBE R1 , .,D AT L T i — -------- -- .24 HOURS P21OR TO l SPECTION BUILDING MATERIAL ' ,iBBISH A DEBRIS FROM TH($.WORK MU" ,�IOT BE PLACED IN PUBLIC SPACE, AND MUST BE GEARED HAULED.AWAY BY EI :CC�NTRA OR OR (� OWNER f "FAILURE TO COMPLY WI' "vii E" G NS "111BT I L N" A � �WSULT IN THE PROPERTY OWNER PAYING DMI I ISSUED ACCORDING TO APPROVED PLANS W FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. THIS PERMIT AND SUBJECT TO REVOCATION MN14 _ATLANTIC BEACH BUILDING DEPT. — ktole/le/ei n Receipt, iBi28ii CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION : ,2 —/ OWNER OF PROPERTY: . TELEPHONE NO. PLUMBING CONTRACTOR q;;X-0P�j✓J� �/7�.1"-,1,�' .� s CONTRACTOR' S ADDRESS : -73) =��- vZ �� �e,PFJ' &,,-W16-- STATE LICENSE NUMBER: 71�-- iS TELEPHONE: 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 5 ),JZ TOTAL FIXTURES : x$3 . 50 + $15 . 00 MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 0 ----------------------------------------------------------------- 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 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : 66-7 ���c cr v&,412 OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: TELEPHONE: ' ; - 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 �PiSI'Voc" /�-- TOTAL FIXTURES : x$3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: --------------------------- ----------------------------------- 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 1f0ct 19 20013:10: 18AM;421,-BESTCON, IAC DYNAMIC ELECTRIC No.7BIb P- 3E 03 DYNAMIC F.LXC TRIC, INC. 9167.201 S.ST.JOHN 91.VFF Ito JACICS01141nnLLE,FL 322A 10 October 1,9, z0ot Mr. Don Ford City of Atlantic Beach Inspection Department 600 Seminole Road, Atlantic Beach FL 32233 Don We respectfully request that temporary power fur the new BESTCON, Inc. home co strutted at the address listed below be tamed on for. a period of thirty (30) days for testing purposes. We will be responsible for anythinc3 that may occur due to the energizing of the e prior to the Certificate of Occupancy, and the approval and complebon of the job, 7Y s truly, I V P ins Dynamic Electric, Inc. Re: Livesay residence Address: 607 Paradise Court Permit #: 22237 PMONR:(9040 64"440 FAx fY04)642.1304 Received Time Oct- 19. 9;03AM ATLANTIC EAC When Validated, This FLORIDA Becomes an Official Receipt. 20_ NAME __ ADDRESS 'S CITY t ��`7 n ' 0 L' n CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERT lNFt}RIIAAfiK?N - LOCA"�'r8N�jI�OR�It#TrON _ ----- Permit Number: 22585 Address: 607 PARADISE COUR I Permit Type: ATLANTIC BEACH, FL 32233ook: 53 YPe Township: Range: Class of Work: NEW Lot(s):4 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE Square Feet: Parcel Number: - Est. Value: OWNE {�pR (lATrON Improv. Cost: - Name: PAUL IVICHOLS Date Issued: 8/30/2001 Address: 607 PARADISE COURT Total Fees: 47.00 ATLANTIC BEACH, FL 32233 Amount Paid: 47.00Phone: (904)246-3747 — Date Paid: 8/30/2001 Work Desc: NEW HVAC ,aLICATIf)N FEES _ CONTRA ""FOIA 47.00 C OWAN'S HEATING &AIR COIF PERNf F 4 71 s' 'S'C. mow+ �.tstl r aF ti s�tw* ST 8EjF ED AT.LF-QST 24 HOURSTO INSPECTION NOTICE INSPEC x - - .x k BUILDING MATERIA, RUBBIS DEBRIS IQM THIS Wf] AAUST NOT BE ICED IN PtBLIC SPACE,AND] MUST N — MUST BE CLEARED ANQ HA WAY BY EITHER CONTRACTOR OR R 4AN541CTION-LIEN L AN RES tkT IN THE "FAILURE TO COMF��f STN �� . NTC" -� PROPERTY OWNER P '1NG U�Lti1NG H R AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPA Q P . WF4R "`P ISS S FOR VIOLATION OF APPLICABLE P _ Fj r" $47.0014 iATLOANTIC EACH BUI DING DEPT. Date: 8/38/81 01 Rece •.9885126- -- j 00100003221008 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT INF T t �_ , Lt3GA'I ION IIl1FORMA' LON Permit Number: 22534 Address: 607 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: E 'INI INE�ATIlN Date Issued: 8/22/2001 Name: PAUL NICHOLS Total Fees: 45.00 Address: 607 PARADISE COURT Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/22/2001 Phone: (904)246-3747 Work Desc: ES2/0 150AMPS 1 PH 3W 240V AL NEW RESIDENTIAL SERVICE CONTRACT APP . TION:Ir S __1 DYNAMIC ELECTRIC COMPANY PER T 45.00 } RpmY" ROUGH ELECTRIC r NOTICE- INSPEC k TBE"I E STF..:1;3 AT t FAST 24'HOUR j TO INSPECTION BUILDING MATERIRR ; RU$BtS I;�RIS I FtOM THIS-WORK MUST NOT 8E �I�ED INP BLIC SPACE,AND MUST BE CLEAREDAND HA 4WAY BY EITHER CONTRACTOR OR - I "FAILURE TO COMP �t WITS Tr $1`I IXTiON`LIEN AN RIE IN THE PROPERTY OWNER P'1NG DI ., TWO ,V ISSUED ACCORDING TO APPRD Pt� ICHRR AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P VVI` z 'rLANTIC BEACH BUILDING DEPT. Date: 8/22/81 61 Receipt: 8883627 CHRKS �__ 8818898322180 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 PENT III�OtA"I`IOI L � CJN Ilttl1ATt3N . 1 'Permit Number: 22237 Address: 607 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot{s):4 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 100,500.00 M Date Issued: 6/27/2001 Name: PAUL NICHOLS Total Fees: 2,815.80 Address: 607 PARADISE COURT Amount Paid: 2,815.80 ATLANTIC BEACH, FL 32233 1 Date Paid: 6/27/2001 Phone: (904)246-3747 Work Desc: NEWSINGLE FAMILY HOME/H - 995/SUR-1.764 BESTCON, INC. �wµ -P R 1 695.00 WA "ER#MPA T F15E 410.00 i IMPACT SEE 1,250.00 I IATER MET`ITAP 85.00 p _ RAC NGR.S.AS-Fy6.63I If CAB-5% 0.35 � � cAP4TAL IMPROVE. 325.00 F ?SS CONNECTION 35.00 NST.SURCHARGE 7.94 SCHARGEIATL.BCH. 0.88 t NOTICE'.INSPECTI UST BE REQUESTED AT LEAST 24 HOURS PR16R TO INSPECTION BUILDING MATERIAL"RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BI;-,441 ACED IN SPACE,AND MUST BE CLEARED UP AND HAULEt,AWAY BY EITHER CONTRACTOR OR QNVNER "FAILURE TO COMPLY`WITH T$E4d 'N&T gCTION 4 Wim,V RE LT IN THE PROPERTY OWNER PAY'IM3I '�C�EIFOR � I. P _. '` ISSUED ACCORDING TO APPROVEL)A (Vt`WF 1gt*AR; PARTj6F Tfft, T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI614&QF Ail1l •, 1 -.,. Operator: DSMITH TIC BEACH U1L G DEPT. Date: 6/27/81 81 Receipt: 8868821 �. Total Payeent $2815.88 �. ., CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT t�fl"2IT At! LUC1l►"t IOI tNFtW?RIIA ►TION �_ Permit Number: 22325 _ Address: 607 PARADISE COURT j Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 ` Class of Work: NEW Township: Range: Book: 53 I Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: __...� Improv. Cost: Date issued: 7/16/2001 Name: PAUL NICHOLS Total Fees: 53.50 Address: 607 PARADISE COURT Amount Paid: 53.50 ATLANTIC BEACH, FL 32233 _ Date Paid: 7/16/2001 Phone: (904)246-3747 Work Desc: NEW FIXTURES CI C' .. — C E-,ES, ' 5 . DON HARRIS PLUMBING PERMIT 53.50 w . I I 4 4e- YMme.... vi . NOTICE - INSPECTI S M T BE REQUESTED AT LEAST 24 HOURS P OR TO INSPECTION BUILDING MATERIA, RUBBIJAND DEBRIS FROM THIS WORK MUST T BE PLAItED IN PUBLIC SPACE, AND MUST 6E.CLEARED-JUP AND HAULED AWAY BY EITHE5^NTRACTOIR OR OWNER "FAILURE TO COMPLY WITHZT � TI L AVI AN REa&T IN THE PROPERTY OWNER PAYINIC FO U LC1N 1�APE ISSUED ACCORDING TO APPROVED PAN WHIl�AR,F PART F� MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO' " S Vi4- - f53.5! 11 �T TIC B CH BUIL IN DEPT. Date:- 7/1b jot, Yom WN 0e 21961 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: lf)t_✓lpawtk, .e— � � ��� ci,� OWNER OF PROPERTY: -C-�CO e,\ BUILDING CONTRACTOR:_pow PLUMBING CONTRACTOR ©ON HARRIS PLUMIRT O, CC - - AND ADDRESS: P. 0. SOX 14,633 }9fy(znl\'m I c c1 a-j't, " TELEPHONE NUMBER: (9 0 4) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: �j--- TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $� � `' ----azza-- ----------- ------------------------------- 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 YNSPECTIONS - (904) 247-5826 CITYOFATLANTIC BEACH PERRMIT CALCULATION SHEET Address 1 9±fzA 0 /sIr C Date 6nr Heated Square Footage /3 i' -@ $ per sq ft = $ t Garage/Shed @ $ per sq ft = $ Carport/Porch toQ�@ $ per sq ft = $ Deck @ $ per sq ft = $ Patio t @ $ per sq ft = $ TOTAL VALUATION: $f TO 0 zoo , 0 /7/60 Total 'Valuation! 1st $ 1004000 ,.FQ o $ 3 Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2- ( ) Fireplaces @ $15 . 00 $ -b BUILDING PERMIT FEE $ S WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ 3 SEWER TAP S! f3-?Sl RADON (HRS) . 0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ n CROSS CONNECTION $__3 gjGL{) SURCHARGE . 0050 $ .9 ly 6 )79 OTHER $ GRAND TOTAL DUE $ MY6 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION + # ',Block # Section # )division: Street Name DESCRIPTION OF WORK or Address. Pamd(SeAur (If in a FLOOD HAZARD Flood Zone: area complete page 3) s Brief Des c i tion -nX.tf.) �OI 0 n Cla s of Work: ew Remodel/Addition: ZONING INFORMATI017 Type of Construction:_ Zoning Proposed r District: Use: Estimated Value $ Exceptions or variances Materials;1AA40(ad Ln Granted: 01 Solid or Filled ` Ground: Roof Method of Heating: OWNER INFORMATION 1 '/ Property Owner: r Phone: PcO / `f"� Mailing Addre Zip: CONTRACTOR INFORMATION qNContractor: h a Phone: � Lp J l `7"7 Mailing Address: Zip: 0 3 a� � Expiration STATE LICENSE NO:- /�-`Y=zn Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE Contractor Signature �� DATE 2N TO SUBSCRIBED BEFORE ME BY �L�:L� Lt/ AL ( CIwY THIS �( AY c L1./1 , 19902ro/ ittlM0,0N NOMM Ml0;1 i00 IN*=S3dl M N019MMMVdMJVNOTARY PUBLIC WttfWi'1jj0�.1i01i1i AN" 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE.TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE C OF ORDINANCES OF ATLANTIC BEACH. Z G" & lIct/0 Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED TREE020.00' 0 8 JHF 6" OR MORE i I 7.50' PRIVATE I01 I > PROTECTED I i TREE I I o to PRIVATE PROTECTED TREE110PRO I PROPERTY to I o I D 8 H OF 20" OR MORE I =m m 0 PROPERTYI (D 8 H OF 10" OR MORE IN LINE o '-K-A*IPRIVATE COMMERCIAL & INDUSTRIAL m w i PROPERTY) PROT EETED O om i I I --i 7.50' PRIVATE PROTECTED TREE DSH OF 6" OR MORE 20.00' 0 PROPERTY UNE r00 PROPERTY UNE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D 8 H OF 6" OR MORE (PUBUC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, �PARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. ' TREEPRO CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All Mlications must submitted with seven(7)copies and received by 5 PM on Friday dates prior to the scheduled meeting in order to be placed on the age, nda.. �k INCOMI APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. 1. &Jan C�APPLICANTNAME ADDRESS TEL HONE 2. (4 RESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? No ❑ NOT SURE 5.PROPERTY ZONING: WeSIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. Jul 09 01 09: 57a Harry Mc"811l f 904 247 5872 p. z J �1;, 04 01 11:39a Building Department 904-247-5005 p. l PPAICE QUOTE APPLICATION FOR WATER ANDIGR SEWER TAP APPL-CANTI NAME CA 1 t,AAI-_ING ADDRESS Zl t 1V ga_n o,r PHONE NUMBER r74I t�L ��� DATE SERVICE REQUESTED fy)clet `40,fl 5N 1t SERVICE LOCATION'�`r.., DAT E SET TO PUSUC WORKS DATE RETURNED TO BUILDING OEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: . ) SEWER. i OTHER 71 'S PRICE QUOTE PREPARED BY: �ll7rYtS? U Signature -Title DATE NOTIFIED OWNER CITY OF ATLANTIC BEACH Fixture Ualc Wcrksheec for Nater Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURE!!ENT OF WATER DE�aND FOR FACA NATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE C_TY WATER SySTLl. T`HZ NATER SUPPLY CHA.4GE IS HEREBY FLXED AT :,;E,`TY DOL'QRS PER FIXTURE UNIT CONNECTED TO THE CIiC WATER SYST«'!. r 3aTHR0(W CROUP CONSISTING OF SERVICE S_trK TR.aP STAND NATER CLOSET, LAVATORY & BATH (9) TUB OR SHOWER STALL (6) 12 WATER CLOSE_ HATES CLOSET, TANY. OPERATED (4) VALVE OPER.ATE'D (8) 3A7.i7n/SHOS6'ER (Z) URINAL GALL LI? {-) S'HOV'E? CROUP PER HEAD (3) F'L.00R ORA-_N ( i) SHCWF3 STALL DOMESTIC (2) LAUNDRY R�'.Y (3) LAYATtJitY (1) Cv^^."�I:inT:G { S_NK Ali:) 7--_- y "'3"l VASL.INc !'-ICHINE (3) 3 �0ISiIUASH_7R (Z) NAS'r' SINK ZACH SE. 07 FAUCE S (3) ICITCdEY SI:tX (Z) DENTI.L LAVATORY (:) XITC3E3i SIHX WITS WASTE 2 DENTAL UNI-' OR CUSPIDOR (1) CZS?fD EY (3) J BIDET (Z') URINAL STALL, GASHOU:' (�) F'LITSxlxc XLi SINY (8) CoeB.NA:,TON si"rc AND TRAY WITH £CCD DISPOS. (4) URINAL, P=ESTAL. SYYBaN JET DRINKI:tG FOUNTAIN (1/2) BLOWOUT (Z) LAVATORY, LRSER/BEAUTY � ICE ".AKER (L/Z) a iSjACTIZZI HOP (Z) URGEONS SINK (3) LAVATORY, SURGEONS (2) (Z) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_ I S20.00 EACTI ; `l! U JOB INFOR.".ATION- o'" IS c , 02,'22/1994 23:58 9042780366 MCGOWAN'S HVAC PAGE 01 ,rrsr. Awk FORM 6WA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 4227 Builder: BESTCUN _ ...__-.-- Address:tp0l Ph Permitting Office: City, State: 'PAA"` Permit Number: Owner: Sfcol'1 Jurisdiction Number: Climate one: North 1. New oonstrwtion or va isting New 12. Cooling systems 2. Single)amity or multi-dimity Single Emily _ a. Central Unit Cap:30.0 kBtulbr 3. Number of units,if multi-family 1 _ SEER: 12.00 4. Number of Bedrooms 2 _ b.N/A S. Is this a worst oaw2 Yes 6. ConditioaW floor area Ma) 1327 W c. N/A _.. 7, Gla■s am A type A. Claw-single pane 0.0 fla — 13. Heating systems b.Claw-double pane 225.5!!a — a. Electric Hat Pump Cap:30.0 k9tu/hr rte e. TirAlothw SCISHOC-single pa0.0 W _ HSPF:7.40 d,Tint/othor`,4USHUC-double pane 0.0 ft, b.N/A 8. Floor types _.. a. slabAn-Grade Edge Insulation R=0.0,IS9,0(p)A � c. NIA b,NIA _ C. NIA 14. Hot water systems 9. Wan OM a. Electric Resimanoe Cap;40,0 gallons a. Fratuc,Wood.Eteeriar R^11.0,962.0 tP _ FF:0.90 b• Frame,Wood,Adjaomt R-11.0,190.0 fN _ b.N/A c.NIA _ d.NIA _ C. Conservation credits e. NIA (HR-Hcat reoovery,Solar 10. Coil ng typo. _ DHP-Dedicated bent pump) a. Under Attic R=30.0,1346.0 fls — 15. HVAC credits b.Under Attic R-19.0,94.0& _ (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts PT-programmable Thermostat A. Sup:Une. Ret:Unc. AH:Garage sup.R-6.0,125.O ft _ W-C-Multizone cooling, b,N/A MZH-Multizone heating) Glass/Floor Area• 0.17 Total as-built points: 1508e.00 PASS ' Total base points: 16708.00 I hereby certify that the pians and specifications covered Review of the pians and 4TH srt by this calculation are in mpliance with the Flori a specifications covered by this Energy Code, j�G�^ calculation indicates compliance with the Florida Energy Code. � t PREPARQ B ILBERT MILLER Before construction is completed DATE: this building will be inspected for 1 hereby certify that this build) , as desig , is in compliance with Section 553.908 •�. compliance with the o nergy Florida Statutes. �° INS GWNE GE BUILDING OFFICIAL: n. 0__� DATE: DATE:. EnemvGauose(Version:FLR3PA 2031 Rer,eivPd Time WY , 24• 2: 50M 02122/1994 23:58 9042780366 MCGOWAH'S HVAC PAGE 02 FORM 600A-87 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: _ , , . PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Cor4doned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .16 1327.0 3&05 7666.4 Double,Clow NW 9.0 9.0 36.0 25,46 0.64 585.2 Doubt,elm NW 9.0 2.0 4.0 25.46 0,52 52.5 DaMe,Clear NW 9.0 7.0 6.0 25.46 0.60 91.1 Dable,Clear SW 15.0 6.5 34.0 38.46 0.38 501.4 ML**Curer SW 1.5 6.0 24.0 38A6 0.89 817.1 Double,Chir SW 1.5 3.0 9.0 38.46 0.67 232.9 Double,Geer SE 1.0 5.0 8.0 40.86 0.93 30.9 Dolbbs,Cher SE 1.0 11.5 18.0 40.86 1.00 734.8 Do bb,Clear SE 1.0 16.0 18.0 40.88 1.00 734.9 Double Clow SE 9.0 7.0 40.0 40.86 0,45 737,1 Double,Clear NE 1,5 2.3 8.0 28.72 0.69 158.6 Double,Clear NE 1.5 6.0 16.0 28,72 0.92 476.0 Dab",Cher NE 1.5 0.5 2.5 28.72 0.44 31.7 Ax4ftM Toll: 225.5 5467.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Pants Adaj &* 190.0 0,7 133,0 Frmw,Wood,bftior 1110 882.0 1.70 1465.4 Exterior 892.0 1.70 1485.4 Fmme,Wood,Ad)eCerit 11.0 190.0 0.70 133.0 Baa Tobi: 1062.0 1696.4 As4guNt Total: 1052.0 1110!.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjscart 17.7 2,40 42.8 Exterior Insubbd 20.0 4.10 82.0 ederlor 20.0 6.10 122.0 Adjacerk Irrsulr 1 17.7 1.60 28.3 tierce teed: 37.7 184.5 AaBullt TOW. 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points UnderAft 1327.0 0.60 796.2 Under AUk 30.0 1346.0 0.80 807.6 Under Attic 19.0 84.0 1.10 92.4 an"TIAM: 1327.0 796.2 As46uNt TOW: 1430.0 900.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 159.0(p) -37.0 45863.0 Slebd ie Edge tnsWedcrr 0.0 159.0(v) .41.20 _6550.$ Raised 0,0 0.00 0.0 Orm ToW: X93.0 A99u1t Told: Sdd0.8 Er1ew4duos6l DGA Form WOVM07 E >aW FLR3PA 203 Received Time May - 24 . 2:54PM 02122/1994 23:58 9042780 MCGOWAN'S HVAC PAGE 03 FORM 60OA 97 SUMMER CALCULATIONS Residential Whole Building.Performance Method A - Details ADDRESS:LOT, , , PERMIT*: BASE AS-BUILT INFILTRATION Area X BSPM - Points Area X SPM = Pants 1327.0 10.21 13618.7 1377,0 10.21 13S18,7 Summer Base Points: 18120.2 Summer As-Built Points: 16064.4 Total Summer X System = Coding Taal X Cap X Duct X System X Credit = Cooling Points Multiplier Points Cornponent Ratio Multiplier Multiplier Multiplier Pants 15084.4 1.000 1.047 0.284 1.000 4x85.9 18120.2 0.3573 6474.3 15064.4 1.00 1.047 0.284 1,000 4485.9 Enw0VG A*Vw DCA Fath 800"7 ErwQVG&Xte&Rft"WEW FUtVA 203 Received Time May - 24. 2 :54PM 02/22/1994 23:58 90427803 MCGOWAH'S HVAC •wk PAGE 04 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT _ ___ , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Carlditionwi X BWPM - Pants Ovedving Ploor Area Type= Omt Len Hgt Area X WPM X WOF = Pants .18 1327.0 9.75 23324 Dade,Cher NW 9.0 9.0 36.0 14.03 1.02 517.5 Dm**Clear IWY 9.0 2.0 4.0 14.03 1.04 58.1 DambW Cher NW 9.0 7.0 6.0 14.03 1.03 86.6 Doubh,Clear SW 15.0 6.5 34.0 7.17 1.97 480.2 Dabb,Cber SW 1,5 6,0 24.0 7,17 1.06 182.5 Double,Clear SW 1,5 3.0 9.0 7,17 1,24 80.2 Double;Cher SE 1.0 5.0 8.0 5.33 1.05 452 Double,Clear SE 1.0 11.5 18.0 5.33 1.01 97.0 Daubie,Clear SE 1.0 16,0 18.0 5.33 1.01 96.7 Doubh,C1eer SE 9,0 7.0 40.0 5.33 2.17 462.0 Double,Cher NE 1.5 2.3 8.0 13.40 1.03 110.6 Doulft Clear NE 1.5 6.0 18.0 13.40 1.01 242,7 Double,Clear NE 1.5 0.5 2.5 13.40 1,06 35.5 As-Bugt Total: 225.5 2191.8 WALL TYPES Ante X BWPM = Points Type R-Value Area X WPM = Pants 180.0 3.6 884.0 Frame,Wood,EAerior 11.0 882.0 3.70 3189.4 F.,Wa 882.0 3.70 3189.4 Frame,Wood,Adjacent 11.0 190.0 3.80 684.0 Base Total: 10620 3073A Asauilt Total. 1052.0 9873.4 DOOR TYPES Arps) X BWPM - Points Type Area X WPM = Points 17.7 11.50 203.6 Eimeria InvAded 20.0 8.40 168.0 E)marior 20.0 12.30 246,0 Adjacent Insulated 17.7 8.00 141,6 Bm Told: 37.7 419.6 *A4k k Total: 37.7 809.6 CEILING TYPESAnes X BWPM = Points Type R-Value Am X WPM = Points Under Aft 1327.0 1,20 16®2.4 UnderAWC 30.0 1346.0 1.20 1615.2 Under Attic 19.0 84.0 2.00 168.0 Baw Tow: 13"-0 1992AAs4krilt Totd: 1430.0 1783.2 FLOOR TYPES Anna X BWPM = Points Type R-Value Area X WPM T Points Slab 1%0(p) 8.9 1415.1 shb4m Grade E490 Insubtion 0.0 159.0(p) 18.80 2989.2 Rained 0.0 0.00 0.0 1413.1 A*4k0 t Total: 2969.2 EnerarAa xmV DCA Fane suao 97 EnwowQa=owReWMEW FL R3pA 200 Received Time May - 24 , 2 : 54PM 02/23/1994 00:00 9042780 MCGOWAN'S HVAC PAGE 05 FORM SOOA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details AWRESS:LOT PERMIT BASE AS-BUILT INFILTRATION Area X ®WPM = Points Area X WPM = Points 1327.0 -0.59 -782.9 1327.0 -0.59 -782.9 Winter Base Points: 8879.9 Winter As-Built Points: 10667.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10887.2 1.000 1.0" 0.461 1.000 5230.2 8879.9 0.5340 4741.9 10667.2 1.00 1,064 0.461 1.000 5230.2 ErwavGwoeTM DCA Fam 000"? E EV7 FLPJPA 203 Received Time May - 24. 2 : 54RM 0212301994 00:00 90427803 MCGOWAH'S HVAC Aft� PAGE 06 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:LOT PERMIT : BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EP Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 27411,00 5422.0 1 40.0 0,90 2 1.00 2694.98 1.00 5370.0 As.Bulk Tohl: 6370.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6474.3 4741.9 5492.0 16708.21 __4485.9 5230.2 5370.0 15086.1 __ EFPASS:] 41 s Q ErW*v(UKmvw DCA Form 6MA4;7 ErwVVQ&LMWRwFREE'9'!FLR3PA 2Q3 Received Time May - 24. 2 : 54RM 02 '23/1994 00:00 9042780 MCGOWAN'S HVAC PAGE 07 FORMSODA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: LOT PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUNvMPF-W$FOR EACH PRACTICE ._,.._.....,-_..... .CHECK E*erw wktdows a Ooors 606.1 ABC.1.1 matimlm:.3 dhvsq.ft.whvw orm.5 dnvsqfL door ares. Er wkv &Adjecertt Ws% 606.1.ABC.1.2.1 Caulk,gaM*,waWwraft or eed between:wlndows/doors&frames,suntwndktg walk "Mmon&war sola or srl 01w)MM Downer►enaerior was perrsta at corners;utNKy pa s*stions;be~wad petrels&toptatom plow;between walls and floor. D(CEPnON:Ff"wvb tMtne s continuous infiltmtion Furrier is installed that murift from 014 is setiad to,the fwndafiort to the top pide. Floors 606.1 ABC.1.2.2 Peneb Mlonelopenhgs>11r sealed unless badwd by truss or joint members. EXCEPTION;i`rarrte ftoas whore a continuous intilt, Ion barter is Installed that is sealed to trio perabulcm and seems. Callings WSA W.1.2.3 Between waft&calings:penetrations of ceiling plane of top floor around shahs,cnases, sd ft,chrrineya.ca wwo sealed to coramumn air Darner:gaps in gyp poem&top Maui: attic MOM-EXCEPTION:Frame oaiiings whore a continuous infifb'atian barer is irtataNad tlxtt Is now at the perwow,St and eaertn. Recessed Ligt*ft Fbdurss (IWA AAC,1,2-4 Type IC rated wUh no penevedons,sealed;or Type IC or nw}IC rsted,irtstalled inside s sealed boot with 1/Y oleerence&Y from insulation;or Type IC rated with<2.0&n tram COf40mw vow 11 md. w Morass 106.1.ADC.1.2.5 Air Wrier on d floor between floors, AddNonal Irttytraion m*s 606.1.AFIC.1.3 W eAt fans rented to oukiorim,dampers;caftmOw spe08 heelers cm"with NFPA, tww air. 6A-22 OTHER P RIPTINE NEA8 u be mat or exceeded all residences. COMPONENTS WE E _ CHECK water Flatlets 81z.1 Comply wlh a f>ciwl requirements In T"6-12.Switch or c"V nwkvd circuit breaoer electric or*AW rnwt be prov4dod.E)wrr al or bul t-in mom tray tlauired. Swbrn ft Poob&spar 612.1 Spas&healad pooh must Faroe corers(except slot heated).Nein-corrorswi+ti pods must larva Q Pump timer.Ota No&pool hatters must heue a minimum thermai vi 7896- ltearis 812.1 Wier flow trust be reetrk%d to no mora than 2.6 asskne per minute at 90 PSIG; Air Diebtution SyMme 61x.1 AN ducds,fdtings,rrechankal equipment and plenum chambers shall be mechsnire Ifacftad,WSW,ins~,NO instoW in accardaince with the orloerle of Section 610. Dtrctr in urlcorrdldorte0 sftft;R-6 rm.rrauWicn.HVAC Ccrotrds _ t307.1 Savarilibb RMW 80008600 mOrlriaf or aut talk thermostat for each item. Insulation 604.1.602.1 Ceainys-On.R-19.Carson wans•�Prww R-11 or CBS R-3 bath sides. Co vnm oaring&floors R-11. Enera4si im DCA Form 90Q"7 1; EW FLR3PA 203 P\eceiyed Time May - 24 , 2: 54PM 02/2311994 00:00 90427803-L6 MCGOWAN`S HVAC wk PAGE 08 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE'S =84.4 The bftbu the staem rite more eltiieierlt the home. 1. New oonAMWtion or existing New _ 12. Cooling systems 2. Single fat ily or multi-AmW Single fstaily a.Central Unit Cap:30.0 k8tu/hr _ 3. Number of unit%if muhy-llsmily 1 _ SEFR: 12.00 - 4. Number of Bedrooms 2 _ b.NIA S. Is this a worst ossa? Yoe 6. Conditioned flax arae(ftp 1327 W c. N/A _ 7. Glass am&type _ a. Cleat-Single pane 0.01t' _ 13. Heating systems b.Clay-double pane 225.5 fta _ a. Electric Hcat Pump Cap:30.0 k8tulhr c. TuWother W-18140C-single peon 0.0 fe _ HSPF;7.40 _ d. Tint/othor SCISHOC-double pone 0.0 re b.N/A _ 8. Floor -- a. Stab-On-Qwde Edge InvAtion R=0.0, 159.0(p)ft c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall typos _ a. Electric Resistenoe Cap:40.0 gallons .... a. Frame,Woad,Eames R-11.0,862.0 ft, FF:0.90 _ b.Flame,Wood,Adjacent R-11.0,190.0 fP � b.N/A _ c. N/A d.N/A _ c. Conservation credits e.N/A (1411-Heat wxvwy,Solar 10. Ceiling types DHP Dadicatod host pump) a. Under Attic R-30,0.1346.0 fts _ 15. MVAC credits _ b.Under Attic R-19.0,34.0 W _ (CF-Ceiling foo,CV-Cross ventilation, c. N/A IIF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a, Sup:Use. Rot:Una. AH:Garage Sup,R-6.0,125.0 ft _ RB-Attic radiant berrier, b.N/A M&C-Multizone cooling, MZH-Multizone beating) I certify that this home 1188 complied with the Florida Energy Lffitciency Code For Building Construction.through the above energy saving features which will be installed(or excmded) �ovzsiR g�� in this home before fin81 inspection.Otherwise,a new El'L.Display Card will be completed Qc. based on installod Code compliant featum. Builder Signature: Date: ! - Address of Now Home: Cit)/ Zip: coo WS *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a But ldi'rtg Energy Rating.,lf jour score is 80 or greater(or 86jor a US EPA/DOE EnetgyStdW designation). your home may gwalljy for energy e,BFciency mortgage(EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Ff'orline at 4071638-1492 or see the Energy Gauge wb site at www.fsea ucf edu for Information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building ronstrucrion, contact the Department of CommmtityAffairs at 850/487-1824. E"em<jwimA Mention,FLR3PA 203) Received Time Mav , 24. 2 : 54PM 02123/1994 00:00 9042780 MCGOWAN'S HVAC*04k PAGE 09 Residential System Siting Calculation Summary Project Title: Class 3 Rating 1327 Registration No. 0 Climate: North 5124/2001 Location for weather data: Jacksonville -Defaults: Latkude(30) Temp Range(M) Humid data: Interior RH 50%6 Outdoor wet bulb 7 Humidity difference 4 r. Winter design temperature 32. F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 23.975 Stub Total coolina load calculation 24519 Stuh Submitted heating capacity 30000 Btuh Submitted vooling capacity 30000 Btuh Submitted as%6 of calculated 128.4 % I Submitted as%of calculated 122.4 % WINTER CALCULATIONS Winter Hoatirm Load Clor 1327 Load oornponent Load DUC15 > Window total 228 sqft 8224 Btuh Wall total 1052 sqft 3273 Btuh ►M Door total 36 sqft 524 Btuh ;�.<� Ceiling total 1430 sqft 1918 Btuh '� Floor total 159 ft 4897 Stuh Infiltration 130 cfm 5425 Btuh Subtaal 22280 Btuh Dud loss 1113 Stuh �,x� ,•x) TOTAL HEAT LOSS 23373 BWh SUMMER CALCULATIONS Summer Coolina Load far 1327 saft Load component Load Window total 226 sqft 7792 Btuh Wall total 1052 sqft 1973 Stuh Door total 38 "ft 400 Stuh Ceiling total 1430 sqft 2155 Btuh Floor total 0 Stub Infiltration 120 cfm 2504 Btuh M.o..K,r►> Internal gain 3000 Btuh Subtotal(sensible) 17825 Stuh Dud sin g 1782 Btuh °w°c"" Total sensible gain 1860? Stuff Latent galn(Inflltration) 3992 Btuh Latent galn(intemap 920 Stun The siting m.,u,od used was Lwo sya«„awry. Total latent plain 4812 Stuh PREPARED BY: TOTAL HEAT GAIN 24519 Btuh DATE: O ErMOVOSU086 FLR3PA 2M Received Time May - 24. 2 :54PM 1 i B00k: 11 i�s314 THIS INSTRUMENT PREPARED BY: Pa es: 1403 -- 1404 Deborah W.Taylor,Esq. Filed 6 Recorded 05/16/2001 01139:36 PM Blankenship Law Firm,P.A. JIM FULLER 1300 Marsh Landing Parkway,Suite 108 ml �AcV6- 2f� LERK CIRCUIT COURT Jacksonville Beach,Florida 32250 DUVAL COUNTY _ TRUST FUND S 1.50 COPY FEE $ 2.00 RECORD AND RETURN TO: u. CERTIFY $ 1.00 Blankenship Law Firm,P.A. RECORDING $ ; 19.00 1300 Marsh Landing Parkway,Suite 108 Jacksonville Beach,Florida 32250 ICJ,,,,1'� Book 99,91 Page 1403 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. LOaLO The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13, Florida Statutes, the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety(90) days after recordation. 1. Description of the property: See Attached Legal Description 2. General description of the improvement: Single Family Residence 3. The owner: Bestcon, Inc., a valid Florida corporation Address: 2440 South Beach Parkway,Jacksonville Beach,FL 32250 Phone: 246-3747 Fax: Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Title Holder(if other than Owner): 5. Contractor: Same as Owner 6., Surety if any): None 7. Lender: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 28.1-7610 Fax: 281-7647 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(1)(a)(7): 9. The owner has designated the following person, in addition to himself,to receive a copy of the lienor's notice as provided in Section 7.13.13(1)(b)of the Florida Statutes: Name: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 281-7610 Fax: 281-7647 10. Expiration date of Notice of Coinmencement: (the expiration date is one(1)year from the date of recording unless a different date is specified): , The recording of this Notice of Commencement does not constitute a lien, cloud or encumbrance on the described real property, but gives constructive notice that claims of lien may be filed under Chapter 713 of the Florida Statutes. ? BE0?CON INC By ul W.Nichols, its President STATE OF FLORIDA FILE:NOC Boob 9991 P49e 1404 LEGAL DESCRIPTION Lot 4, PARADISE COVE, according to plat thereof recorded in Plat Book 53, pages 82 and 82A, of the current public Records of Duval County,Florida. MAY 18 101 07:54 CLARSON 117 P02 MAP SHOWING PLOT PLAN OF LOT 4 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAC IJOUNTY, F d.010A. FOR: AESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOWE MENTIONEO PLAT.` ORV 4898, PAGE 235 �a S89'47'58"E 50.00, �4") (e" 0 o") (4") 20' BRL "} (24") �4") < I 114") . ul to N ra �rrD: 0 20,0' 7.5 N< N Q OAKs TWIN OAK � TRIPLE OAK OD T . r rrnn s io MAGNOLIA W F„ M0.v K CEDAR r' 0 m ww (16") 0 MYRTLE 0 ZO J a TWIN MYRTLE = . M J Z 0�0 ?. (©�i.', p TRIPLE MYRTLE �j� 0-Q TNNN PEAR 1`I b ) �$w)N'' i J _ Ij sweet cum 0 a 6.0' 0 PINE 7-S' t^�t� PALM ! r � 7-5' o n 70� ri n N O N �10$� I• (1$ ) PC S89'58'09"W 89-2101 "W �„ p�L CH=2 .10 27.91 R=930.00' =22.10' z'} DE!_TA=O ' OWNER:Livesay Lot 4PC SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 6/19/2001 CONSTRUCTION JOB ADDRESS: Lot 4, 607 Paradise Court, Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" 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: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: 1 Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: NIA Diameter N/A Depth: N/A Spacing: NIA N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: NIA 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 FVent;7N/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 T-R-Value- NIA Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A ILL COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Livesay Lot 4PC 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 —7Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 1 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3' wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location:At perimeter Engineering 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 sofitt; 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Livesay Lot 4PC 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: NIA 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: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Naiis-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 NIA 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" NIA 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 NIA 16' Beams NIA N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Uvesay Lot 4PC Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl 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: Certainteed Fiberglass Grade: 25 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 T—St7epShingle 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 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 4 OWNER:Livesay Lot 4PC 6. STAIRS: LOCATION .JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A NIA 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 NIA N/A N/A N/A N/A 1 st 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 Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Livesay Lot 4PC 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek --1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams NIA 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Livesay Lot 4PC 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock /2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 12"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material: Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Livesay Lot VC 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLAS H 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: NIA FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: NIA Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: 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 at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Livesay Lot 4PC 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: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 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 Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: NIA 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 SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Livesay Lot 4PC 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A 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/"TO %2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO %2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Livesay Lot 4PC Gas Supply Material Joint Treatment Size of Pipe Main to House NIA House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China 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. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Livesay Lot 4PC Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit.Sink Faucet/Control DELTA 172WF 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 81V52DT 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: 5 No. of Power Circuits: 10 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: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Livesay Lot 4PC 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity 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 L-- - I - Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Livesay Lot 4PC 110 Voltage Wiring Detail Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath #2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Livesay Lot 4PC 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name &Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Livesay Lot 4PC 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: NIA Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 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: Ultra deluxe flaq 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. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Livesay Lot 4PC 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set 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 Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name & Model: 6' Off Ridge Vent Galvanized Stampco 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: 2 Burglar Alarm Brand Name & Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Livesay Lot 4PC 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine 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 Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW 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, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 (o / 15 1200 Re:-Wind Lo ding Requirements For The New Residence Located On Lot:* P"aXvc- Cove (C W"&3 KeSjJ.11 , Jax. Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheet #8 -Mnit% #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis. Please let me know, if further help is needed. Sincerely 1-1, ')U----P Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE -------------------j 4q ARA91sE COVE LOCATEDON -------------------------------------------------------- JACKSONVILLE BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY:-LOUIS GABRIEL, P.E. DATE:- 'Tu 0E , 2001 G /9Sl ®9 FDate n Sheet 6101 L ► Go,,6,I-,,t, P E 1 of Lives Pts%J-. u b�' r�s �,,,� c 1�A s ti,�e Fo llu 5 truc t�Ya L a tl'ri b�tc Roor ; — NIA- J a Y I Y N S I f 1 �-- �r Rvo P- t r a m 1'Yt`1 C 5 c° /i YL �o o F- Tri ssc s '"� � 54:�vAi Foi Vic#.. YJa lc See SCkecQul. "C' w+ arc���ec,t�xa.Q ��aW►�� ri s t a4 GVillCV l,eale r- b10 Qv%Less A o k�.etWile 1 #9 Rod dw q8 0•c• a4 at Got':aerl (foo F s h -,-�( noa l Pa, �►-, ; S�P caw► w i« v1':::!6; .P S n o•c- �► pmuL e.(qe "d: Oki I4 (j'C.• Un -►r Lcr yy,eoi.- 5 L 'ppov tr. 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A(ecti(PA - - Ti r5� rar Qirect#-Qr s+Qa t = 24x0 F'tt .`� PrO e_&&4Y'oo qre4. l v t um 6e.up�;E -�j a.1 Load = Io p5 0) ( 2000/z) = 2v 000 1[� re-J i s t_ I-aj2A4 P.O&AA a*J n VeY F_lolfwz"n s �. Vj A rm.,-u W w•j al\ - c, w. 0 r s kea N V•� �t �t-5 �.J f? f S t C cc S W i U 6e C°' i p1 • lam, ea waGCl -ces;stwl� upl�rt rs ShwQc OA ticL?_16d%r w4luc e StYa40tj to wo lb\,C&s OVA %00 wry► ill P►rte W� POW UP)lvt--") Z vav Chi C'�S gyp) �.o '�--'�' �•a� Z000 u S e 32 O �ZoOF -R Asses Strafe J to 6eo.c 0.5b vi 0.50 W R00 cwrw� .Wjjt be �� CH°J'hcw o�Gy o S e_e_ tYA s 1 °L�✓�1 Me-e i - PYepaY4 For v C Li r t- a-�, �-oo� )�Vt&tjtS �S l e_e1✓ -#°I cc Hk For r,!;w rJ 5t o-rp Sheet Date � of hoof l.• G�brs��, �,�• 4Uuw- Tems►o,► Lrl I/z A36 EoLL 0-•5 AP FF� or . o . 2 Ab o ei v z t 5oopsi F� = 3(000 Ps'% /4b = o•:. i,r,z A1TQb .Q b 6,t• re-c, ,-c. 4WA.C.0 ._...> A tlu� Tom,s w, z l9do lbs / �• 0 Y �•�9� �b 1 �--�-�- �tlTi C.���'`S • �1F� 2 + )(1/15 WLIL rac+4,� St�eL Asd Was.h•r/s... arr�ul Fb :n,t. Z.7..ks Csrci --b.L (wooJ)= '4Oa 545psl _ — Cu,�lu�►•)= (.1 ov)Cf• 32) = 537 p 6 5-15 psi o•Y- A,J ; (o )t2/5)( C./�)=qo' ►� � 'b = M/s =qo ,'0•0026 '�-1-, 15299LCZ7000}(1331 S} cArA�aQ i�tsiw� Ov% AIAc,�br Notts :— o-_ 3�t•'1Z ��q y t• l}�,icrw I'1e T-e,%ti v-" U-A 1/2 4L , mob- G Lt4 cukt vet —� Ft : I AA o 16r ( S ce above AL(Ltjr,Ue S',te-r-r a-K 1/z." + G. bo Iti = 350 F� AI Sser or o•it Ab F� 350 ` C15oo)(a•Z) – Int 5? Ibs o r Cr•ti2)fo•Z)( 36,000) _ •8•x`1 Ibs �,?1 'S�ear �„j o�Q: �✓Vti a� S�� � - G . 1.O Y` e-� VJYS CG -P—MiIYe- Ve1io2.uLe SQL 5 Vte��� Sheet L A) �• GGQhrie� , P.�- 5 of L(ver I-4Jloc is kear W 0-US pmSid for One 5 rovx,�. 5'CrAct4Yes or Tke FoE1x��1i K� c�e�ti�;t�°oma s .� Crj te.Yi4. CQf throu�koht Ie amaL Iz WaLL 00. ; - 5 ee Cl Ltaj%4j Rvor PLOov% F*A W OU Loco-tio-v%,,AE JeSi4VAUS "4Xb&es0,r"W9kUL WUiL#. "�" clef N,Ltif ^36Mtior"W4i [^r ;- fir.b .t boa wid{ ,, CI-a ;- See aac�.er� haY t� � P 'n JR ff„ :— VFeCti ie L+Ph+,1� oC w4l W� it �fe5ISti S6-Ar li It [1 [I ' - liJA kegst�t ( 5rc." pt s) or Wait Pt4A- 4Cjtat Effectivf. I(COP W04t �Posa to 9)Cesskrc C 'Mft�: _'-�,"� 9 to 6 �PPL'`J a La. W" AooV Pial, i5more tUam to �Z- 4% WLwJ PrtSSu'Ce Fh Y'doF QC OfeLicab'IC WhCA& ,rooF fltd, is more �i+� 7 , '2!" CbJ S1nc04r Per rF) .l.Q ,See 514ecty )� S� ea r f o rCct C r�C-�ra C w- � � ���•.�.�,�•+ OVerTur,nvl Ma-w+ =Lw�C-Q► O.5C �r)Cr)Cw')C -r'4,rh IKcal4c JePe. mQC V. � O PIU Yes t.L O.T. A N 11 T or Tcasivi► or CCmfres km QWaU %oAJs = C�•T• �� l 1)) lZe9uireJ 14444- boLts s fw ' i�- rOY- :E x ttri o-r Wca s; t10B m �esY: � Go 1D;(VA" 1RlbY t��lEow -awsjon 13 _ 1400 fibs it 7/t`M6 shea6►,4i�,e ' ornmon r►u;�.5 Unteess Nam O6erwrze. Foy, stir iw W aRs ��GW • �ol�i 5}� / DY�e%+'+Sr"oma : 1366 Jbs (t IL4X'?' 1,0I+� Ex . gOLM 6Jr �QaQ Wl* f\- r nrt-ev' n47%k .,,.. 'Cr 4 -0 7Sheet ( ive5 Cl. r� FvJ spazc w, W e.re- -ir = act'wLQ s1ie-ove 5 = bolt s pacLU3 F v- Stiear Per bo(,t �v r i'rt re r;oY �,,�a�.s —� S = C�•33)C,13 5o)�C v-� . 7-0 Ckoose. A W-duwvj A Ltow. k* uw--i tem s' a �T or cll — 2 V)� 6uQ cic1 j- i W . "ll, be c40ss-t FYvvh atiwwKo� Sti wvp s v%ft` DY 1�5c mCn l� �1a�c«- 5 o�.s WDIA, ti:D SA-, MTs z-7 6 , •etc See 'A&cC S6& FoY Seat W,,tUi Laaotz+ uJ :!t1eeL,- 8 �ur St-tecxr c4cmUlc1'*As . N 1 Tor c • - ,1;4 FAL erode of -tt&e temsicum both Ski JS_''Show-A 0314 �io ws.. C LeaYA tnrt bolt: Will Y v 42 �vQ,t Out -LNG..S OL a lwt't. W i LL Ate t to.Shear OSF...-Foy- A Cate t'c fai Ltwe - �.7-or c L WAdow-A cVatj + ZY "T Y b w �� �egex��tst hoQddcru� Cc au't� Tor G - Z Y %A Tim siv 'D F�� �a� Fa��wu ttitor.�c 2Y : 14 00 1 b s C 2 x 4 p LaA Zv = 22oo Ibs , C 2 x �, pl.d-& , Zv Z90D 16S C 2x S pt.�,L , ,Z 3YP ) f ` I CATHEDRAL CEILING OFFICEIBEDROOM/DINING ROOM I ---- i SLOPE -— � CATHEDRAL CEILING NG KITCHEN e'TO ROOF I C` CATHEDRAL CEILING PITCH 15 CENTER VAULT IN 7:12 ROOM 1 1 I i I I UNLE`.55 OTHERWI PORCH 1 NOTED. ALL I I I LIVING I I INTERIOR PITCHES ARE 1_h_ I I FOYER I D'FLAT CEILING I I MAXIMIZE cN nu I PLANT SHELF PORCH i 1 1 1 I O'FLAT CEILING I 1 O'FLAT �--� -- - - I 1 \ I I v1I-------. ND8'Y MASTE—R ORM FLAT HALL L 8' LAT CATHED R_AL GARAGE CEILING CENTER VAULT IN ROOM L—1 Q 8'FL7 BEDOOMLAURFLAT B RF .IIII I 8'FLAT BATH f TRU5SE5 I I DF51GNED I FOR "1 _..., i AT nc 1' •. fSTORAGE FLAT \ �\ BATH BATH I -- ---- 8'FLATT Ix \ SLOPE( -------I II FROM TO 10' -- - -- - - - - - -- — -- - — - - — -- — -- - - -- — — I .__------------------- ;-----------------------_--------------__ __---_-1 (. 11 LIVfNG AR 1395 scI f ROOF PLAN C,(-A] F. I !d" a (r� (ft) (it) (lb) (r5jtt) (lb/ft) (rt) N IA NIA 10 A- 37 U , ► � 196 qou )b 1 41 1.33 �2` c.) . G -se-e- je g of S ke,t I r (�= "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. ���� WALL ����� L A TI �� � "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND ^'4rntATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS PANEL EDGES AND INTERMEDIATE SUPORTS FOR �. �- - - STORYWALLS ^TWERWISE NOTED. "R WAIL MEANS THAT 7/16" OSLO "m;7L EDGES AND AT 12" 18' 6' 11 ' o -UrC_ mrOO COM nM 811 '_' z 9�7-8 Z r $ M1-- Ov XCi --Im CO _JBIO m cn --4 014 C-) = m z X U) _ _ ---4 X on O 1,-1 O Cf) z A8 ,�-q m 0 on I m m L o = = Al = Mr- M ;U _ x SCO I 1--iCO0 CoNTl fl2 m m C X cn cn z C I I R3 - Tr U) M U) I ao cn R4O z z I O C- I I MX o (n AS 1D r A6 � r r I mCIO Cn = o - -iz M o-n 1 r3 M 19'8"8 15'3"8 4VEL I Iy� M + P.0. Box 12267 mber� CJI I ( m led Jacksonville , FL 32209 ) 3 5 6 _ 5 I� /I O fir al ter CoRrwAgustors, CreW�& Frames t J `7 `t Do not out or alter trusses. questions or discrepancies should be dlreoted to Lumber Unllwlted of 356-5440 pr or to ereotlan —dlf oatlon of any fruene Lumber Unllnited I■ not Ilobl• for any 'book chargee- unless approved by one of our re seentotivo before the work creatin the akar I• erForwed. SUPPORT REPORT JOB DESCRIPTION: 7617 WIND CODE: CURRENT SBCCI WIND MPH: 100 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in- TYPE XLOC-ft. YLOC-ft- MAX.+* MAX.-* UPLFT.-* Al 35.000 3. 500 WALL 0.000 8.094 1380 -558 Al 35.000 3.500 WALL 34 .708 8.094 1380 -560 ------------------------------------------------------------------------------- A2 35.000 3.500 WALL 0.000 8.094 1380 -559 A2 35.000 3.500 WALL 34.708 8.094 1380 -560 ------------------------------------------------------------------------------- A3 35.000 3.500 WALL 0.000 8.094 1380 -559 A3 35.000 3.500 WALL 34.708 8.094 1380 -560 ------------------------------------------------------------------------------- A4 35.000 3.500 WALL 0.000 8.094 1380 -557 A4 35.000 3.500 WALL 34 .708 8.094 1380 -554 ------------------------------------------------------------------------------- A5 35.000 3.500 WALL 0.000 8.094 1170 -507 A5 35.000 3.500 WALL 29.375 8.094 1380 -369 A5 35.000 3. 500 WALL 34.708 8.094 210 -250 ------------------------------------------------------------------------------- A6 35.000 3.500 WALL 0.000 8.094 370 -262 A6 35.000 3.500 WALL 15.000 8.094 1652 -701 A6 35.000 3.500 WALL 29.375 8.094 465 -304 A6 35.000 3.500 WALL 34 .708 8.094 273 -263 ------------------------------------------------------------------------------- A7 35.000 3. 500 WALL 0.000 8.094 389 -298 A7 35.000 3.500 WALL 10.708 8.094 1418 -530 A7 35.000 3.500 WALL 34.708 8.094 953 -532 ------------------------------------------------------------------------------- A8 35.000 3.500 WALL 0.000 8.094 401 -299 A8 35.000 3.500 WALL 10.708 8.094 1201 -522 A8 35.000 3.500 WALL 17.000 8.094 270 -180 A8 35.000 3.500 WALL 34 .708 8.094 887 -524 ---------------------------------------------; ALT. 35.000 3.500 WALL 0.000 8.094 387 -296 A8 ALT. 35.000 3. 500 WALL 10.708 8.094 1420 -531 A8 ALT. 35.000 3.500 WALL 34.708 8.094 952 -531 ------------------------------------------------------------------------------- A9 35.000 3.500 WALL 0.000 8.094 359 -207 A9 35.000 3. 500 WALL 10.708 8.094 599 -410 A9 35.000 3.500 WALL 17.000 8.094 1188 -246 A9 35.000 3.500 WALL 34.708 8.094 615 -415 ------------------------------------------------------------------------------- B10 18.000 3. 500 WALL 0.000 8.094 1148 -330 B10 18.000 3.500 WALL 17.708 8.094 1148 -330 ------------------------------------------------------------------------------- Bll 18.000 216.000 WALL 0.000 8.094 1502 -539 ------------------------------------------------------------------------------- C12 15.292 3.500 WALL 0.000 8.094 651 -289 C12 15.292 3.500 WALL 15.000 8.094 651 -289 ------------------------------------------------------------------------------- E13 5. 456 6.000 WALL 0.000 8.094 316 -180 E13 5. 456 3.000 LU24 5.208 8.094 173 -180 ------------------------------------------------------------------------------- D14 11.000 3. 500 WALL 0.000 8.094 501 -242 D14 11.000 3. 500 WALL 10.708 8.094 398 -180 ------------------------------------------------------------------------------- (7617-BESTCON - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. :62 2x4 SP #2 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO FILLER 2x4 SP #3 DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ABOVE FILLER AT 24" OC. W5X5 W2.5X4 W1.5X3 III W 3 X 5 (A) 10-6-13 r —I 7 W2.5X4 W5X9 (A) W5X6(R) 111 B2 Bi 5 HS512 : W3X10 �8-1-2 141.5X3 II! 145X10 = Wl.5X3 III W3X10(Al) 141.5X3 III W1.5X3 III W3X5(Al) 141.5X3 !!! LL-0j Il-6 ni 22-5-8 12-6-8 �—i+ 17-6-0 I_ 17-6-0 I 5-1-2 'r 13-4-6 T 4-0-0 -1 - 12-6-8 31 fE 35-0-0 Over 2 Supports R=1380 U=550 W=3.5" R=1380 U=552 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TP�STD 19.5a QTY:4 FL/-/4/-/E/-/- Scale =.1875" Ft. *-`WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSIAL.ING HND TC L L 20.0 P S F R E F R 2 3 5 1 2 3 2 5 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (BUSS P!.ATF INSTITUTE, 583 D'ONOF RIO DR., SUITE 200, MAD ISDN, WI 53719), FOR SAFETY PRACTICES PR?UP 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR'CERL? ATTACHED �`'•``� T C D L 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. vV:••�"� T� "IMPOR TA.NT'A FURNISH 0. COPY OF THIS OE SIGN TO TRE INSTALLATION CO NTR AC 70R. AL PII:F ENGINE`RED t{F ••�' BC DL 10.0 PSF DRW HCUSR235 01164195 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAIL UNE TO �4� (�, V_ l:!' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING,NIN`TALLING AND B C L L 0.0 P S F H C-ENG /MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORM> WCTH APPLICABLE PROVISION) OF NDS (NA7EONAL Ot?If,N y aDf) SPECIFICATION PUBLISHED Bi' THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. gLFTNE CONNECTORS ARE MAGE OF 20GA ASTM A653 GRAD CALV. STEEL, EXCEPT AS NOTED. APPLY COH"NECTORS TO ip OF FQ T O T L D 37 O P S F S E A N - 20980 EACH FACE OF TRUSS, AND U NL S.OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNECiORS PE.. j DRAWL N RAWIN 6S 160 A-Z. THE SEAL ON FN1S DRAWING INDICATES 0.CCEP TA NCE OF PROFE SS2ON n, ENG:'NEE'21.Tt5 :CS•!r( D U R.FAC 1 2 5 FROM A M B Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE U', rhln U yq a \ Haines City,FL 33844 COMPONENTIFORSANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. CER '*�.p��rED•E� SPACING 2 4.0° (7617-BESTCON - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ATTACH WITH 8d NAILS @ 6" OC. ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W2.5X4 % W3X4 W5X5 7r— � 10-6-13 (A) 7 W 5 X 9 (A) W5X6(R) B1 5 HS512 : W3X7 - W3X7 = 8 1-2 W1.5X3 III W5X5 W3X10(Al) -- W1.5X3 III W3X5(A1) W1.5X3 III W1.5X3 III I� 26-8-0 8-4 0 17-6-0 _I_ 17-6-0 _I 5-1-2 17-6-14 T 4-0-0 r 8-4-0 35-0-0 Over 2 Supports R=1380 U=559 W=3.5" R=1380 U=560 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TFIISTD' 18.2e8 QTY:2 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAI.L.14C ANG T C L L 20.0 P S F R E F R235--12326 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRL'JC PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO ,. �� PERFORMING THESE FUNCTIONS. UNLESS OIFINN IIF INDICATED, TOP CHORD SHALL HAVE PROPERLY 4TTACHED i`G'• ` T C D L 7.O P S F DATE 0 6/1 3/0 1 G. _IMF OSTRUCTRTAN T"+URAL NE LFURNIOSHOA COPYDOF HALL THI SHAY A DESIGNPTO PTHE YI NSTALLAOIONGID CONTR ACT NR AHP]NE ENGIAE ERID VFX••• PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OFSIGI:; ANY FAILURE TO .IU ' j � B C D L 10.0 P S F D R W HCUSR235 O1I64209 BUILD THE TRUSSES [N CENTERMAMCF WITH TP[; OR FABRICATING, HANDLING, SGIP1ING. IN, AL.,IF;G IND ( ♦ B C L L 0.0 P S F HC-ENG /MM A ALPINE BRACING Ot TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ND ('IN, LESiGA = *,fin i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION} ANU TNI ,'.LPINF t ^C 'Q T 0 T.LD. 37.0 P S F S E A N - 39319 CDNNECIQRS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEP T AS NOTED. APPIY LTA N�'TORS TO Ij S p i OF t' EACH FAf,E 0� TRU SS, AND ONE ESS OTHERWISE GAILY. ON THIS DESIGN, PO ON LOAkr'.j Oft PCO :}�/ • P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE SIJw FNj' �`�51'.!cLQR110 OUR FAC. 1.25 FROM AMB Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMP J1E OF 'F1; i R••••• �G\ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 0ESTOM FI' J_R yy ED E SPACING 2 4.0" y ANSI/TPI 1-1995 SECTION 2. �. w.N � (7617-BESTCON - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ATTACH WITH 8d NAILS @ 6" OC. ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W2.5X4 % W3X4 S W5X5 7 r 10-6-13 (A) 7 W5X9 (A) W5X6(R) B1 W3X7 = W3X7 5 HS512 �8-1-2 W3X10(A1) - W1.5X3 III W1.5X3 III W3X5(AI) W1 5X3 III WI.5X3 III 26-8-0 8-4-0 17-6-0 _I, 17-6-0 5-1-2 T� 17-6-14 rc 4-0-0 —7 8-4-0 - �= 35-0-0 Over 2 Supports R=1380 U=559 W=3.5" R=1380 U=560 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TP1 (STD 18.2e8 OTY:2 FL/-/4/-/E/-/- Scale =.1875" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST"'ING ANO BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRy55 PLATE T C L L 20.0 P S F R E F R235- -12327 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 5371)), FDR SAFETY PRA_r CES PRION TO PERFORMHE ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR JPERE Y AiTnCHLD r/`�`'c ��/� TC DL 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HISHAVE A PR OPE HEY ATTACHED RIGID FIT IN;, � r SPROD OCRTS�NRIC. $H AL NISH NOTABEOftESPONSIDLEOF T DFORGNANY TDEV[ATIONLFRUMNI STDECIGN; A:,NYNIFA1Le�f�T6 ����F� �j BC DL 10.0 PSF DRW HCHSR235 01164196 f SPEC IDFIH�TIkU SSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH CPPtNC, INS TAI LING AND ALPINE BRACINf OF TRUS ES THIS DESIGN CONFORMS WITH APPLICABLE PR OVISlONS OF NDS !NATIGi DESIGN ♦vptl 3 a BC LL 0.0 P S F HC-ENG /MMA ON PUBLISHED BY THE AM Eft(CAN PUREST AND PAPEA ASSO CIAII ON) AND 7PI ALP NE ! /� CONNECTOR} ARE MADE OF LOCA ASTM A653 GR40 GALV. STEEL E%t,E PT AS NOTED. APPL/ CE NNE RS IJ 'f; TOT.LD. 37.0 PSF SEAN - 39322 EACH FAll OF TR UIS AND UNLE 55 0IRFR WI SE LOCATED ON THIE.SS DESI"N POSITION CONNEf.Tf,N PER M-% u •LQ� RES PO NSI6[DRAWiNGS 60I TA SUL THE TFUR SEAL THE ORU SSICOMPONENT DFSIGNDRAW ING IND T SHOWN EPTATHE SUITAB[CITY(ANG ISE NFE T'iN$ S�V .0R%Q1t-(-�* D U R'FAC. I'2 5 FROM A M B Alpine Engineered Products,IIIc. COMPONENT FUR ANY PARTICULAR BU iLDINf, IS THE RESPONSIBtf[fY Of THE BUlLDIN6 DESIGNER TER V\ Haines City,FL 33&W ANSI/TPI I-1995 SECTION 2. '�,,,,RE�EN SPACING 24.0" (7617-BESTCON - A4 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.24" DUE TO (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR DEAD LOAD. BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W 3 X 4 W 4 X 6 0 W2.5X4 7 r W5X9% (A) A) 7 W5X510-6-13 (A) —' 5 B1 5 HS512 W3X7 = W3X7 = W5X5- 5 8-1-2 W6X6 W3X10 Al W5X5 ( ) � W3X7(81) - LL-0j LL10J 17-6-0 _�� 17-6-0 5-1-2 T 15-0-0 TP-2-141 7-0-8 1 5 7 8 IE 35-0-0 Over 2 Supports J R=1380 U=557 W=3.5" R=1380 U=554 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPT (STD' 18,2e8 QTY:3 FL/-/4/-/F/-/- -WARNING— L 4 E Scale =.1875" Ft. —WARNING— TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANOI.ING, SHIPPING. INST,LL?NG AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (-BUSS PLATE TC LL 20.0 P S F R E F R235-12328 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 537]9), FOR SAFETY PRACTICCS PRIOR TO DATE C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC:dE9 �!_W VA w� TIC DL 7.0 P S F D A E 0613/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •, _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Al PINE EN=INIEREII •,C�'41f1••• �j BC DL 10.0 PSF DRW HCUSR235 01164197 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Tq �•�jL T�T U BUILD THE IRUSSES IN CONFORMANCE WITH TP[; OR FABft iCATING, HANDLING, SNIPPING, iNSfa1LING.AND t ALPINE BRACING OF TRUSSES. TH[5 DCSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RFTION';L )'_ 1GN I i • a�tl 'z• BC LL 0.0 PSF HC ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSDCIATIDN) AND TPI. ALPINE ; '• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPI-Y COyNECTOPS 0 Z�'� =Q TOT.LD. 37.0 PSF SEAN - 39325 EACH FACE OF TRUSS, AND ONE U[HERWIJE LOCATED ON THIS DESIGN, POSITION CONNECTORS F7 DRAWING 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESJIONAL ENG-gC`',1NG �I�(( •�[ p�Op:' Alpine g RESPONSIBILITY SOL FLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIIITY AND U OF ld;, `•�1.'••....•••G�l� D U R.FAC 1 2 5 FROM A M B ain City,d, 3394[s,Ino. COMPONENT FOR ANY PARTICULAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ; F NV Haines Cit}',FL 3384A ANSI/TP1 I-1995 SECTION 2. •�y�� N SPACING 24.0�� (7617-BESTCON - A5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO (A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR DEAD LOAD. BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 W2.5X4 W2.5X4 % W2.5X4 7 r 7 W5X5 10-6-13 W5X7% (A) J 5 W3X3 5 W5X7 - W3X5= W3X7 = W5X5= 2-1-3 1 gk-8-1-2 W6X7 = 5 W3X8(Al) W1.5X3 III W2.5X4(Al) IF 6-01 _I T� E 29-6-4 L 17-6-0 _I, 17-6-0 5-1-2 r 15-0-0 r2 2 14r 7-4-0 T 5 4 0 �E 35-0-0 Over 3 Supports J R=1170 U=507 W=3.5" R=1380 U=369 W=3.5" R=210 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: FPI (STD 18.2e8 OTY:2 FL/-/4/-/E/-/- Scale =.1875" Ft. —WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTA_LINS AND T C L L 2 0.0 P S F R E F R 2 3 5--12329 BRACING. REFER T?ON (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE INSTITUTE, 583 U'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR ACTT C.LS Pft IDR TO PERE0RMI NG THESE FUNCTIU NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT;.iCHED � uA A� T C D L 7.0 PSF DATE 0 5/13/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. t ^'�7y ``IMPt7RTANT'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI',4E ENGINEERED \�F� B C D L l O.O P S F D.R W HCLISR235 01164198 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UES[GN; ANY FA1Un ETp ������� BUILD THE 'BUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIALLiNG '.ED = ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND$ (MnTIuNAL DESIGN t r a tl BC LL 0.0 PSF HC-ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND VAPER ASSOCIATION) AND Tf,. i.�PItvi i CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GA I.V. STEEL, EXCEPT AS NOTED. APPLY CLNNECTO..'S i0 2 9 �Q T 0 T.LD 37.0 P S F S E A N - 3932 8 EACH FACE OF TRUSS, AND UNLESS OTMERW ISE LOCATED ON THIS DESIGN, POSITION CONNECTOR PER � tI�(j+ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUFTSSIONAL tpGI NEEKINS yls'1` [pR10P;��y DUR.FAC. 1.25 FROM AMB Alpine Engineered Products,IIIc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABN I AND USE UE T'iIS .* ,. ri llain&City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPUNSIBILTTY OF THE BUILDING DS [GNEA, PER * REo EN ANSI/TPI T-1995 SECTION 2. *N., ,� SPACING 24.0" (7617-BESTCON - A6 ) III IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 W1.5X3 III W1.5X3 111 W5X5% 7 r- A) 7 W 5 X 5 10-6-13 (A) W5X6(R) III W6X7 = W 3 X 3—' S 2-1-3 5 L--- 8-I-2 W2.5X4(A1) W4X10 - W1.5X3 III W2.5X4(Al) Il 6 0l_ 15-1-12 �� 14-4-8 —0 17-6-0 _I_ 17-6-0 �I 7-7-12 T 7-6-0 7-2-4 T 7-4-0 T 5 4 0 35-0-0 Over 4 Supports R=370/-199 U=262 W=3.5" R=1652 U=701 W=3.5" R=465/-233 U=304 W=3.5" R=273 U=263 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.5a QTY:4 FL/-/4/-/E/-/- Scale "WAq=.1875" Ft. BRACNG. *REFERTRUSSES IB-B U[R(HANDLEXTREME INSRALLIIN6 AND BRABR CING)N AN PLUBILISHED BYPTPI INSTALLING PLATE TC LL 20.0 PSF REF R235--12330 INSTITUTE, 583 D'DNOFR IO UR., SIJ TE 200, MADISON, WI 53719), FDR SAFETY PR.^+_T1 CLS PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEFLY ATI;CHED `1a~� T C D L 7.0 P S F DATE 0 6/1 3/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A Pft OPEREY ATTACHED RIGID CEILING. ,/�1 4` _IMP, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F \�•'S'••..•• B C D L 10.0 P S F D R W HCUSR235 01164199 PRODUCTS, INC. SHALL NOT BE RE SPON$[B LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAii URE TO .1� �`�1`� •-!�_ BUILD THE TRUSSES [N f,ONFORMANCE Nl TH TPI; OH FABRICATING, HANDLING, SH[PP ING. IN:i TALL_N'Y A,10 F g C L L 0.C P S F HC-ENG MMA ALPINE BRACING OF TRUSSES. THIS OE SI GN CONFORMS WITH APPLICABLE PROVISIONS OF NO (4 pTI)NAL DESIHN t �UD / SPECIFICATION FlUB LISHED B7 THE AMERICAN FOREST AND PAYEA ASSD CIATI ON) AND TFl ALPIXI f_f# CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CET AS NOTED. APPLY „nHNCf,TLRS TO i T 0 T,L D, 37.D P S F S E Q N - 20985 EACH FACE OF TRUSS. AND UNLESS ]HER ISE IT ON THIS DESIGN, POSITION CON NEC'UP PEh yr tQ' DRAWINGS lE0 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PftOFES5IGNAE ENGINEE3?NG C' p �• D U R.FAC. 1.25 F R 0 M AM B E1Ip1AI Encs City,FL 338445,Inc. COMPONENTI FORM ANYLPARTICULAR ET USS BUILDINGOTO IS THE RESPONNIBTOIINY OF THE BUILDIING THE ITY ANDESIGNER,F P tS THIS 1, 1 0�1�0,•�� i llamesCi[y,FL 33&44 ANs[ITPI 1 1995 SECTION 2. �yy;9 0 SPACING 24.0" (7617-BESTCON - A7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W3 2x4 SP #2: FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC BETTER. ATTACH WITH 8d NAILS @ 6" OC. ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 = W 2.5 X 4 W1 .5X3 III (A) 7 1- 10-6-13 W5X5% W 5 X 5 S W W5X4= 145116(1) 5 5 2-0-0 .� A �8-1-2 WI.5X3 III W5X10 = Wl.5X3 III W2.5X4(Al) W5X6(R) III W 3 X 3 W1.5X3 III W1.50 III W2.5X4(Al) W1 .5X3 ill 11-- olE 10-10-4 22-5-8 12-6-8 I, 17-6-0 _i� 17-6-0 f 5-6-0 T 5-6-0 T 7-5-8 T 4-0-0 T 12-6-8 fE 35-0-0 Over 3 Supports R=394/-203 U=296 W=3.5" R=1410 U=532 W=3.5" R=956 U=530 W=3.5'• PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.9a QTY:1 FL 4 E Scale =.1875" Ft. `"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Pt ATE TC L L 20.0 P S F R E F R235--12331 INSTITUTE. 583 D'UNDFR ID DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTI�'ES PR i DR Tp yM� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT,ACB60 TC DL 7.0 PSF DATE 06/13/01 STRUCTURAL PANEL$. HITT OM CHORD SHALL HAVE A PR U PERLY ATTACHED BIG CEILING. "*IMV)RTANT— FURNISH A f.OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,t� •� �'��F�C~" !�_ B C D L 1 0•0 P S F D R W HCUSR235 01164.200 PRUDUf.TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN/ 'I' L.RE TO 7 BUILD THE TRUSSES IN CONfORMA NCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING %NL' J s B C L L 0.0 PSF F N C-E N G MMA 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS ;NATIONAI DFS,': •In =i / SPECIFICATION PUBLISHED BY THE Ah1ER1CAN FOR AND PA ASSOCIATION) AND TPI. Al.F INE y}}' CONN E IITORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY LON':ECI IR TO =9 :!¢ T 0 T,L D 37.0 P S F S E A N - 20983 EACH FACE OF TRUSS, AND UNI FSS tITH ERWISELOCATED UN TH LS DESIGN, POST TIIN CONNECTORS pEP DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL LNGINLE41Wb = 5+• i R�Ua=�� O U R.FAC. 1.2 5 F ROM A MB Alpine Engineered Products,Inc. RE SPINS[BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND u'f GF THIO /c�'� �U\ 1lairmEs City,FL 33844. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, `.ly [[[/��, SPACING 24.0" Y ANSI/TPI 1-1995 SECTION 2- *• � � (7617-BESTCON - A8 ) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC DEFLECTION MEETS 1-/240.00 LIVE AND L/180.00 TOTAL LOAD. ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 W 2.5 X 4 % W2.5X4 W5X5 7 r 7 10-6-13 W5X5 W3X3= W6X12 J 5 5 8-1-2 W1.5X3 III Wl.5X3 III W2.5X4(Al) W5X6(R) III W2.5X4 � W1.5X3 III W1.5X3 III W2.5X4(Al) 11-6-01, 10-10-4 �{ 6-3-8W1.5X3 III W5X10 = 1� 22-0-0 13-0-0 IF 17-6-0 17-6-0 J r 5-6-0 T 5-6-0 T 7-0-0 T 4-0-0 1 13-0-0 35-0-0 Over 4 Supports j R=401/-204 U=299 W=3.5" R=1201 U=522 W=3.5" R=270 U=180 W=3.5" R=887 U=524 W=3.5" PLT TYP. Wave TPI 95 Design Cr;teria: TPiISl"D 19.5a OTY:6 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLINC AND T C L L 20.0 P S F R E F R235- -12332 BRACING. REFER TO HID 91 (HANDLING INSTALLING ANU BRACING), PUBL'..SHED yt TPI (TRUSS PLRIE INSTITUTE. 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FDR SAF—Y PRACT.C_S PRIOR TO PERFORMING THESE FUNf,TIONS. UNLESS TO INDICATED, TOP CHORD S-HALL HAVE PROPUR.Y Jf-HED ��� T C D L 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 'iG ID CE Ii INf,. � r/ *'IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATILN C'YNTRI.�-T'1R. A�F,!'E ENGINEERED • /�/ B C D L 1 0.0 P S F D R W HCUSR235 01164201 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN'! FAI:UBE TO ��S�I`1 ,,. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANULING SHIPnING, INSTALIING ANR + �C (� (��� B C L L 0.0 P S F HC-ENG /MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Pk0V1 BNS uh 'PO- (N A Si01AL DESI:N _ jU fl SPE CIF IC ATIQN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT UN, ANL (YI A' t CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL, EXCEPT AS Nt,iCi: .rV Y CONN ]ORS 1,0 Zp S TOT.LD. 37.0 PSF SEAN - 39346 EACH FACE GF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSIT W tONNLCIonS PER �� OF RESPONSIBILITY DRAWINIF OSOLELYTFORHE S THEEA L TRUSS ON ICOMPONENT DESIGN SHOWNCEPTATHE SONCE OF CPRE ILtf�T��.pD USE UFENCiNFL iHNS �S�s �'z........ R, •��� D D R.F A C 1.25 FROM A M B EvplllHa I1C e Enginecr Cityded Prod84;3,Inc' COMPONEHI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OI'VI PIER. ?CR ENSPACING 24.0" ANSIITPI 1.1995 SECTION 2. (7617-BESTCON - A8 ALT. BRG. } IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W3 2x4 SP #2: FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING, W5X5 142.5X4 W2.5X4 W5X5 7 x- 10-6-13 W 5 X 5 % 7 W W3X3= 146XI2 2-0-0 1 -,k-8-1-2 ) III W2.5X4 W2.5X4(A1) W5X6 R W1.5X3 III W5XIO = WI .5X3 III Al W1.5X3 III W1.5X3 III W2.5X4( ) I1 6-01.i� 10-10-4 _I W1 .5X3 III 1 6 01 22-0-0 13-0-0 i, 17-6-0 (r I7-6-0 f 5-6-0 5-6-0 T 7-0-0 j 4-0-0 T 13-0-0 35-0-0 Over 3 Supports —� R=387/-205 U=296 W=3.5" R=1420 U=531 W=3.5" R=952 U=531 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD, 19.5a QTY:1 FL/-/4/-/E/-/- Scale **WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, (NSLSLLING AND BRACING. REFER TO HIB 11 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235-12333 INSTITUTE, 583 O'DNOFR1 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN(:7IONS. UNLESS OTHERWISE INDIC A111, TOP CHORD SH AL1. HAVE PROPERLY A.TACH'-1 `1 TC DL 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BOTTOM CHORD SHAEL HAVE A PROPERLY ATTACHED RIGID CE IL I'U. U. "*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR AF PI N._ E�{OI NEF RED f �P�'F�C•1,� BC D L 10.0 P S F D R W HCUSR235 01164202 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE IC ANY rA.Lu;E T,I F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SH.PP_;a. !(VST AILING ANS j B C L L 0.0 P S F H C-ENG /MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PR UV ISIONS OF NOS `NA I0 I DESIGN j R run SPE(IF I(AT ION PURL(SHED Bti THE AMf RICAN FOREST AND PAPER ASSOCIATION) AND iP1 Alr NE CONNECT IT ARE MADE OF 101A ASTM A113 GR40 GALV. Si EEL, E%CERT AS NOT APPLY CONNE,TOK, i� Lp � �¢ TOT.LD. 37.0 PSF SEAN - 39348 EACH FAf,E OF TRUSS, AND UNLESS OT HFRWI SE tC AT EO ON THIS DESIGN, POSIT N C(:N%t"U6 HER �S L. DRAWINGS 1c0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 0T 1':F ERING M V/•••���R,QP''•� Alpine Engineered Products,Inc. ROMPOMENBIFORYANYLPARTFOELY R THEAR BU[LOING0 EDTHETRESPONN[SHOOWN OF THE THE SUILDBNGIDESIGNENyLPER T IS ���F�Cr� D U R.FAC. 1.2 5 FROM AMB I-I$]IICS City,F1. 33844 ANSI/TPI 11995 SECTION 2. �C.�y {M, SPACING 24.0" (7617-BESTCON - A9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W5X5 7 r— W5X5 W2.5X4 W2.5X4 15�- W2 --� 10-2-12 W5X5= (A 6 7 7 r 7 —' 5 + 5 L--- 8-1-2 + + + + W5X6(R) III W2•5X4 = Wl.5X4 % W5X7 = W2.5X4(A1) � W2.5X4(A1) W5X5: -6-01, 10-10-4 �-)E 6-3-8—� LL-Oi 5-6-0 4-5-8 _15 16-0-8 _I_ 9-0-0 J 5-6-0 5-2-8 T 24-3-8 IE 35-0-0 Over 4 Supports J R=359 U=207 W=3.5" R=599 U=410 W=3.5" R=1188 U=246 W=3.5" R=615/-188 U=415 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.5a QTY:l FL/-/4/-/E/-/- Scale =.1875" Ft. *8 RARINGN G*REFERRUOSHIBREQUIRE1HANOLRINGE INSTALILNINGAAND BRACING)HAN PUBTISHEDSHIPPING TPI ,N(T RU S SI PGLAT EAND TC LL 20.0 PSF REF R235--12334 INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES :PRIOR IU PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRGPERI.Y A'.YACHE;1 TC DL 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BUT TOM CHOftD SHALL HAVE A PRUPEftLY ATTACHED RIGID CEILING. /� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IN, CONTRACTOR. A.PINE EUG IN EERED �•"F' '7 B C D L 1 0.0 P S F D R W HCUSR235 01164203 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FUR ANY DEV IATLON FROM THIS DESIGN; ANY �AILU+E 7G ` BRACDINGHOFTTRUSSESUSSES IN CONHORM�ESIfiNNCE ICONFORMSTH TPI; OWITHAAPPLICABGE PROVISNONSSOFPPINNDSr NA IONANSTALLING AND DESIGN d •Vy••• '• B C L L 0.0 P S F HC-ENG /MMA ALPINE = . U., SPECIFICATION TO BY THE AMERICAN FOREST AND PAPER AS AND TVI ALP j CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY ::UNNLCIORS 1L' I' 'fl i Nr SWC Q TOT.L D 37.0 P S F S E Q N - 39357 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POStTION (E"(S) PER i(�^t Vr DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING TNDICATES ACCEPTANCE OF PROFESSIONAL INSINEERING a /zq*•'"1 ORI�P"4'� D U R.FAC. 1.2 5 FROM A M B Alpine Engineered Products,Inc. RES PUNSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THF SUITABILITY ANO USEPOC THIS I tl7 Jy........••'r\� 1TH1IlC5 City,FT. 33g4�t ANI']/TPIT IF 1995NSE PT RT ONLZLAR BUILDING IS THE 0.ESPGNSIB ILTTY OF THE BUILDING DESIGNER, PER ''�•,,,, ED SPACING 24.0" (7617-BESTCON - B10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 10.60 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x6 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 19.65 BC From 20 PLF at 0.00 to 20 PLF at 4.59 BC From 110 PLF at 4.59 to 110 PLF at 13.41 BC From 20 PLF at 13.41 to 20 PLF at 18.00 W4X4= W1.5X3 III W1.5X3 III 7 5-7-5 8-1-2 W3X4= W3X4= W3X5(Al) W3X5(Al) 1-6-0 I� 9-0-0 i 9-0-0 I 4E 18-0-0 Over 2 Supports R=1148 U=330 W=3.5" R=1148 0=330 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (S1D) 19.5a QTY:4 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. IN$TnLL hG ANO BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI ('ROSS PLATE T C L L 20.0 P S F R E F R235-12335 INSTITUTE, 583 D'ONOFRIO DN., SUITE 200, MADISON, Wi 53719), FOR SAFETY PRACTIC' PRI FR f0 T C D L 7.0 P S F DATE 06/13/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HA PROP RIY AT-C!�ED u�A,�wy STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C.EllIN ISO-.'••• "'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENCIvERED ,j�F •S'F� B C D L 10.0 P S F D R W HCUSR235 DI1642D4 PROD ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE '.0 f ,�� r•�j BU[ED THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ��11 �1 ALPINEBRAf.ING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA?tON".L DESIGN = �Jn BC LL 0.0 PSF HC ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT TON) AND TPI. ALPINE CONNE;T ORI ARE MADE UE TOGA ASTM AE53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLI CCLNECTuPS 10 F f1� /ft Q T O T.L D, 3 7,0 P S F S E A N - 39362 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSINCE FTION CONNEC1111L "I N,CI - } !, Vr RE SPONSIB RA IN0LY SOLELYTFOft HE ST HEEA L TR USSICOMPONENi DERA ING �[GNTES S HOWN�E PTATHE SUITABIL LNO ESTYO AND USFAL E �Or�RnNG .Cid,;F UR1�P �w OUR.FAC. 1.2 5 FROM AMB Alpine H81t1E3 Clear Products,4lI1C. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER }S RCD E�\7` Y ANSI/TPI 1 1995 SECTION 2. ,w „ SPACING SEE ABOVE (7617-BESTCON - B11 ) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS 510015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. W4X4 7 F— 7 5-3-4 W3X3% W3X3 W3X4= W3X4 8-1-2 W3X4 W3X4 14 6-0� 9-0-0 _I_ 9-0-0 J 18-0-0 Over Continuous Support J R=83 PEE W=18-0-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:1 FL/-/4/- /E/-/- Scale =.25'' Ft. ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIFTING, INSTALLING AND T C L L 2 0.D P S F R E F R235--12336 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TPOSS PLATE INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE:, PR011 T'J PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR''IPERLY ATTACHED I G` TC DL 7.0 P S F DATE 06/13/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �1�V�,i,.. T�� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Et.GP'gtNfE, {j j�F�C BC DL 10.0 PSF DRW HCUSR235 01164205 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; -ANY FAILURE T, i wood BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. DISTAL.-_1NG AND + BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RAIL OL iiCn .� • I n BC LL 0.0 P S F HC ALPINE -ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A,PIN M /WC �(� TOT.L D. 37.0 P S F S E 0 N - 39365 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NO T FD APPLY f NNECI".t': TR : a1 Vf' t,� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT(, rfl, �ti �. P�'�VJ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN'iNEfNIIG ) �z/S1 . p�0, 8 D U R.FAC. 1.25 FROM A M B Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO LSE OE TU t:: sI Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �,` ED EN SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. ...�� (7617-BESTCON - C12 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= 7 W06(R) III 7 4-9-13 —J 5 5 L— 8-1-2 W2X4(Al) � W2X4(A1) 1-6-0 1-6-0 7-7-12 7-7-12 �E 15-3-8 Over 2 Supports R=651 U=289 W=3.5" R=651 U=289 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REP ER TO LII B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TR:'1SS PLATE TC LL 20.0 PSF REF R235--12337 INSTITUTE, 583 D'ONOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICEi: Pk'OR T C D L 7.0 P S F DATE 0 6/1 3/0 1 PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TDP CHORD SHALL HAVE PR ERLY ATTACHEL �6t, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ti� - **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL"INE EN61 ry'[tRFC / ' '��F� (/ B C D L 10.0 P S F D R W HCUSR235 01164206 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; A1;Y FAILUR (G � l� BUILD THE TRUSSES IN C,O NFORMA NCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. ILSTAL.IING AND 4 7ALPINE BRACING, OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATl17NAl DE IGN ♦, III •* BC LL 0.0 PSF HC-ENG /MMA SPECIFICATION PUBLISHED BY THE AMER IC.AN FOREST AND PAPER ASSOCIATION) ANO TPI. P! INE { CONNECTORS ARE MADE OF 2 G ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY C�NNECi,JP,S TO fQ TOT.LD. 37.0 PSF SEON - 39359 EACH FACE OF TRUSS, AND UNLESS OTHERWISE !.Ui:ATED ON THIS DESIGN, PUSI TION UNNECTf.FS FR �S �( DRAWINGS 160 A z. THE SEAL ON THIS DRAWING INDICALEs ACCEPTANCe DF PROFECSIONAL FN[19E °!kG /si �►'4' D U R.FAC. 1.25 F ROM A M B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U'iF OF RIaP' Ii:lr_ �p�HalnEsllCity Fl, 33844 Products Inc 8444 . COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER REU ERv� ANSI/TPI 1-1995 SECTION 2. '�. SPACING 24.0" (7617-BESTCON - E13 ) THIS DWG PREPARED FROM COMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W1.5X3 III 7 F— T 3-6-8 3-6-8 8-1-2 W1.5X3 III W2X4(A1) R=173 U=180 H=Simpson LU24 w/ (02)10dx1-1/2_(0.148x1.5) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder I Girder is (1)2X4 min. So.Pine 1 6 0 �5-5-8 Over 2 Supports—� R=316 U=180 W=6" PLT TYP. Wave TPI-95 Design Criteria_: TPI (STDI 19.5a QTY:3 FL/-/4/-/E/-/- Scale **WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R F F R235-12338 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TVI (IRUS3 PLATE INSTITUTE, 5B3 D'I,NoFRIC DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTI';ES PRIOR TO -no ..*- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAV PROPERL,' ATT,,CHtO f TC DL 7.0 P S F DATE 06/13/01 SINDCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAINED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL PINL FNfiNEERtO � f'4 F1� •;� BC D L 10.0 P S F D R W HCUSR235 01164207 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DFSIGN ANY FAIL OFF TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH r'�PI N.., INSTALLING AND +�UN F�: B C L L 0.0 P S F H C-ENG /MM A ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPL ABLE PR OYt SIGNS Of NDS :N A? NAL DESIGN :i SPE;I FICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND Tdi .1LF Y CONNECTORS ARE MADE OF 20GA ASTM Ab53 GR40 GALV. STEEL, EXCEPT AS NOTED. APIAY NNF f-i��F S. 1R E� 'Q TOT,LD. 37.0 PSF SEQN - 39372 EACH FATE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT IOL CDR',FCTOR R16 DRAWINGS 160 A-.Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE SIUF,A: FNIINEERINQ. =i/�j•�� R\�P� O U R.FAC. 1.25 FR0M A M B Alpine Engineered Products d Pducts,Inc- RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY ANu JSt 0. THIS P g CUMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIG4,R. PER t`I�E�E� Hames City,Fl. 33&14 ASS I/TPI 1 1995 SECTION 2. 'wSPACING 24.0" (7617-BESTCON - D14 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 7 F— 7 3-6-13 W4X6(R) III A8-1-2 W2X4(Al) W2X4(A 1) 1-6-0 3J 5-6-0 5-6-0 LE 11-0-0 Overl 2 Supports - J R=501 U=242 W=3.5" R=398 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPT �STD) 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL,.IN" AND T C L L 20.0 P S F R E F R235--12339 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS .,LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PftACTII:El III TO ,.Mr+ir TC DL 7.0 PSF DATE 06/13/01 SII PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICATEU, TOP CHORD SHALL HAVE PROPERLY AFT ACHED O �M�ly/_� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATT AC HEU R[GIU CEILING. • L + ., **IMPIIRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. +L PINE ERGINEEREu Y BC DL 10.0 P S F D R W HCUSR235 01 164208 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANr FAIL URF TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, I'STAL:.I NG AN) ALPINALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS INA :INA_ DESIGN ' I *JjIl :* BC LL 0.0 PSF HC ENG /MMA E SPECIFICATION PUBLISHEf7 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TNI. AL"NE CONNECTORS ARE MADE OF 2 G ASTM A653 Gft 40 CiALV. STEEL, E%f.EPT AS NOTEU. APDL! (:O NSF CTJRS i0 L� TOT,LD 37.0 PSF SEQN 39367 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCA TEU ON THIS DESIGN, POSITION CONNECTOR fER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INUICATES .ACCEPTANCE OF PROFESSIONAL. ENC NFERINS (tjS �HI�P:��c� D D R.FAC. 1.25 F R 0 M AMB RE SPONSIB[LITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE t`,f THLS' i _ r Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER �`' NV\ Haines City,FL 33844 ANSI/TPI 1 1995 SECTION Z. VIy�fD�" SPACING 24.0" TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** *� 48" OC MAXIMUM. OR 3X6 TRULOX 4 t * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 Ln AT'T'ACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt +++ 6-0-0 TYP 6-0-0 TYP. *** t 4 * t 4 * + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 --WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC—FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, OR D'ONOFRIO DR., SUITE 200, MADISON, WI. E IND FOR mow. TC DL MAX 15 PSF DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M•�M TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�V'.. ^7�' ..IMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DL MAX LO PSF DRWG TCFILLER0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS (�SASIY/L'.� ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, t (> LL 0 PSF —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH Z t ^ �' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TC}T. LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA M TRUSSASTM A653 GR40 GALV STEEL AND, UNLESS OTHERWISEEXCEPT LOCATEDSONOTHIS DESIGN, POLY SITION RS TO EACH CONNECTORSfACE PER OF STA ( Q ALPINE OMPANENGINEERED PRODUCTS,INC. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL C •':�_ POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �t� ��,,, ......p : R. FAC. 1.15 OR 1.33 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE =%y�ts17r•9�y [ G� RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. '�U "+© �" SPACING 24.0 BOTTOM CHORD MILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 1 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520 1343 1.5" X 3.5" 9 1 8 1 7 7 6 ** ** 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** �-- 18 �- ** ZC47 3X12 TRULOX MAX42X8 WEDGE(2) 8D NAILS CUT TO FIT AL OR WEDGE `PHIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 ■.WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REIT' BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF RID DR., SUITE 200, MADISON, W1. 53719`FpR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWI>E INDICAIED, TC DL - PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING., * DL 10.0 PSF DRWG BCFILLER0699 ■.IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINL ��•,,...... 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION (-^UM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FNHRICATING. . Q�11F1Cq LL PSF -ENG DLJ�KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1" J:h,T 01 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED B� THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2�A t s `� LD. PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F9F _ ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �,�, STATE: POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 3 C/s.��OR, t R.FAC.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, IHC SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE •j► �"'••• Qj� PACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1, MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF, 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #1 NAILS 0,131" DIA. x 3,0" OR LARGER, (LE, 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO ++ FIELD APPLIED FILLER, EACH END OF' VERTICAL. 2X4 STUD GRADE OR BETTER VERTICAL SCAB, 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES, ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA, X 3,0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB, FILLER DIMENSIONS, PLACEMENT, AND WEBBING. FILLER - -------- qd ---------- i A "\—+ +-+- 4' 0" OC MAX, LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 -*WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED REF BC FILLER REP. BY TPI (TRUSS PLATE INSTITUTE. 582 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE RvDJCATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHU.'a '.HALL --- HAVE A PROPERLY ATTACHED RIGID CEILING, M-NIMPORTANTAX FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ........ DRWG REPBCFIL0699 ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Ft ALPINE DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICAI-NG, -ENG MLI// AR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE IP AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF FOGA TM_A653 GR40 GALV TO EACH FACE: OF STEEL EXCEPT AS NOTED, APPLY CONNECTORS 13' -0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER X,.(A STATE OF THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL TTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE / -- o R FOR OR ANY PARTICULAR BUILDING IS THE "NFR, PER ANSI/TPI 1-1995 SECTION 2. CLB UVEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. TC LL PSF' REF CLB SUBST. INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLJSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719: Fm- SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, " TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CH02D SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V "'••• �� DL PSF DRWG BRCLBSUB0699 ..IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTO.'. ALPINE �••'•• ALPINE DESIGNENGINE;ANIY PRODUCTS, AIILLURESTONC.BUILDALL THE OT BE TRUSSES E INONSIBLE CONF ORMANRANY CE WITH;TPI;ION OR FARIi ATI G, t ClTHIS ��j'FrCA LL PSF --ENG MLH/KAR HANDLING, SHIPPING, INSTAL_LING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ? •ren 1 ,C4]'� APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THC •R • T. LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20.5A L� ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CF .p STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P4R •• POMPANO BEACH,FLORIDA DRAWINGS 160 A—Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL %F/3 Af ORIOQ:'� R. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '` •)�;jED ENG SPACING SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 •ys SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 '---,,BRACE (1) 1X4 "L" BRACE - (1) 2X4 "L" BRACE • (2) 2X4 'I" BRACE - (1) 2X6 "L" BRACE - (2) 2X6 't" BRACE '• r� GABLE VERTICALNO w GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPACING SPECIES E" 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" 11 SPRUCE-PINE-FIR HEN-FIR W Q STANDARD 4' 1' 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0' 1 2 STANDD 2 STUD i...� 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD: 3 STANDARD s P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN 55PINE DFL STUD 4' 4" ' 7" ' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" � STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" l0' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD STANDARD SPF 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" f2t� UHF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: w0 STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" " 10' 8" HEM-FIR 1 5' 3" 8' 4" 9' 0" 9' 11 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR C s P #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W Q0 #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" rI DFL STUD 4' 11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" ElEd 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" S P F #3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" vHF STUD 5' 2" 9' 2" 9' 2" TO' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" o STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 130" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DE'T'AIL NOTES: 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" �4 s P #2 5' 9" 9' 2" 9' it" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFL STUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' O" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS »'2X #2N OR BETTER FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 4 : IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION T + 4`4`FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" # IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB BRACE IS USED. CONNECT "L" MEMBER LENGTH. DIAGONAL BRACE FOR 610( BRACE AT EACH END. MAX WEB *# TOTAL LENGTH IS 14', 2X9 STUD, (J3 OR T GABLE VERTICAL PLATE SIZES BETTER DIAGONAL I VERTICAL LENGTH NO SPLICE BRACE; SINGLE LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN 18 * + + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. OR DOUBLE CUT L 1 LESS THAN 11' 6" (AS SHOWN) AT GREATER THAN 11' 6" 2.5X4 UPPER END. ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL' HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG 510015EN0699 IMPORTANT FURNISH A COPY ❑F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v t�FT ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Qb • Cq ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, r ••.• -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH *d�ri 131 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE J * • AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA Z ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF SWETOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _�1. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 'G/�1•+ft ORi�.- ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 1 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE �% RED"ENS' AX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER _ __ _______ __ 2X4 "f" SYN. VERTICAL LENGTH PLATE IF PLATES REINFORCING ASO + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" JIX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN Il' 6" 1 2.5X4 2.5X8 / Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM 't" TO T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 't" BRACE, GROUP A, OBTAINED FROM THE VEGABLE RTICAL + *2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 7 10 % 30 FT 2x6 50 7 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 7 50 7 100 MPH 2x4 10 7 10 7. 30 FT 2x6 40 7 40 7 + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 % 40 % THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 % RI_GID_SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 30 FT 2x6 30 7 50 7 4 TOENAILS 80 MPH 2X4 10 7 20 % HAND DRIVEN NAILS: 15 FT 2x6 10 % 30 % 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d T.. COMMON TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 20 % 10 % REINFORCING30 FT 2x6 20 % 40 % MEMBER GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 % 20 7 AND BOTTOM CHORD. 15 FT 2x6 0 7 20 % 70 MPH 2x4 10 % 20 % GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 % TRUSS SPACED GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: 4' O.C.. ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, S09015ENO699, S08015ENO699, S07015EN0699 "•f" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S09030ENO699, S0803OENO699, S07030EN0699 (1) 2X4 't" BRACE LENGTH = 6' 7" 4 TOE NAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■-WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ?~r INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET—IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAD ,` *�MX HAVE A PROPERLY ATTACHED RIGID CEILING. �aV "• DRWG GBLLETIN0699 •.IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �IFI /7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIC DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, .0. -ENG DLJ KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH *T,fi ,3W.mAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - : TOT. LD. 60 PSF ASTM TRUSSA653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i STATEALPINPEOAA NO BEACH,�FLORIDA INC DRAVINGSD160NAEZ THEN SEALS ON OTHISED ON DRAWINGIS DESIGN, POSITION INDICATES ACCEPTANCEN OFCTORS PER PROFESSIONAL � '•; �R� FAC, AMY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THESPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. �'h.