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618 Paradise Ct (vault) 1 JOB ADDRESS TYPE WORK PROPERTY OWNER - - MEEFVONE d t- • 3 T7 CONTRACTORr _ 'LFpsoNE I'D PERMIT NUMBER DATE INSPECTIONS: FOOTWG SLAB � lbbf TIE BEAM LLVM 1YAILING G 8 ( all F.RAMWGICOYER UP INSULATION FINAL BUH.DING CERTMCATE OF OCCITPANCY ..r P ELECTRICAL PERMIT# INSPECTIONS ROUGHFP t2-L -o I MEMANICAL PERMIT# 0 ""73 INSPECTIONS ROUGE FINAL PLUMMNG PERWQ3# INSPECTIONS ROUGIM-NDER SLAB g TOPOUT WATER/SJEWER FINAL ,OT,,.. � �Ott z.z,z_ �\ ��(Z t �1 l•�� 12_ SYS 7 �► `" - BUILDING, PL4NNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUP.4NCY WORKSHEET Date Requested: Building Contractor: ,IP� Building Permit Number: �J /� Address : 4 I F1 -ea-=l Descri-otion: Improvements to the above described property have been completed in accordance with the terms of the permit and is ce:tifed to he ready for occupancy as 1 Q Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE2ARTMENT DATE7717- IED DATE APPROVED BY Fire _ Public Works J- U 2- Planni ng _ - C �-'' Building �' • ' � Z-- � � o 2— /n►��//� ��,,�� //CITY OF 4&4#9ti(�(' /3 P.WJS- Office of Building Official / REQUEST FOR INSPECTION Date `a 2-- Permit No. Time Received P.M. qJobdress cality Ownerf��Name L ContractorBUILDCONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Piece ❑ Pre Fab READY FOR INSPECTION A Mon. Tues. Wed. Thurs Friday M. Inspecti ade Ins ctor Fin ertif�icweofccupancy ❑'� Date d Z— X- CITY OF 0;&4"*�� S � 5 4&mac Q�- Qa \ Office of BuildiLNS Offici REQUEST FOR CTION -13 Date < Permit No. _ Time Received M. 121, Job ddress 4 Locality Ow is Nam �_ Contractor BU CONCRETE LECA �PLUMBIN MECHA L Framing ❑ Footing ❑ Rough Wiring ❑ Cond. ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Pleating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M' Mon. Tues. Wed. Thurs. Friday Inspection Made Inspector ► mal I C ccupan Da FLOODPLAIN DEVELOPMENT INFORMATION Location:: 01 4 pavdt�e- caj-� J Type of Development: K 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 propqsdT4velopment. Date Applicant's Signature Department Use: p / Required Lowest Floor Elevation 0 As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representaltive 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 building construction or use. For the following: Address: 618 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BECH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22389 Date: 3/06/2002 ON C. FORIJ, C.B.O. 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 building construction or use. For the following: Address: 618 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BECH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22389 Date: 3/06/2002 ko) ;"A1 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF A&4A4,,G /3Q0i Office of Building Official REQUEST FOR INSPECTION Date 21 © / Permit No. 214 1� Time ,e�D A, Received V r ASGfI^/ T Job Address Locality Owner'sN Name Be-6c- 1 L Contractor 8e.Scap BUILDING CONCRETEELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ ;ring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ;7 Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thurs. Fndiy ______P. A.M. Inspection Made — C P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No.Time Received P Jo s Localit Name r s _1e�C � C .Contractor BUILDING CONCR E ELECTRICAL PLUMB NG MECHANICAL Framing ❑ Footing ❑ Rough Wiring [ r ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ut ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday M. Inspection Made _PM• Inspector - inal Inspection ❑ Certificate of Occupancy Ci Date CITY OF 4&s"* fa Office of Building Official REQUEST FOR INSPECTION Date Permit No. -,:�=� 5 Time ;i ti A Q Received Job Address oc / Owner's _Contractor r N ` ame BUILDING CC) CRETE ELECTRICAL PL MBIN_G MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci ou , ❑ Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. r r Wed. Thurs. Friday_ P.M. tJ A.M. Inspection Made _P.M. f Final Inspection ❑ Inspector WOO Certificate of Occupancy 1-i/ 1 J Dv Date CITY OF 4&4Bim-A;& �- Office of Building Official REQUEST FOR INSPECTION 2 /} Date Permit No. ��> / Time A.M. Received Job Addres Locality Owner's Name Contractor BUILDING C-ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11Footing ❑ Rough Wiring El Rough Air Cond. & ❑ Re Roofing ❑ aa ❑ Temp Pole ElTop Out 171 Heating Insulation F-1 - -n-tel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. MonTues. Wed. Thurs. Friday M. A.M. , spection Made G% M. Inspector >�� q ,- - Final Inspection ❑ / Certificate of Occupancy,7D, Date /��1/�� /CITY OF 0;&$d4 n�//��__ ��,__ 4&6a&c /3 -"t/(J+Zd4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time � � A.M. Received %' *'4J'oob�Addrreess �•L, �'+� LocalityOwne � Name r s 1+/ J �� S,V Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Fj Re Roofing ❑ Slab ❑ Temp Pole ❑; Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ W�� % ^ Pre Fab i Wa ;%,% READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made ^ P.M. Inspector_ Final Inspection ❑ Certificate of Occupancy❑ Date _._ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 RERfi1fIT INFORNtATIOAI - _ _ LOCATION INFORMATION Number: 23175 Address: 618 PARADISE COURT Penn Permit Type: IRRIGATION/SPRINKLER ' ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number-:,--,----- !. Improv. Cost: _ _T OWNER INFO RMA►TION _ Date Issued: 12/18/2001 Name: BESTCON, iNC. j Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 , • ,,: JACKSONVILLE BEACH, FL 32250 g P :_ n 4)246-3747 Date Paid: 12/14/2001 _Work Desc: LAWN SPRINKL ( T CO MTION FEES _ H2O MANAGEMENT, INC 25'00 �A- kv X. i• , � N` �c �,.ri a°%�S,sw'�`x�,��'ec �4 r � "` a _ , s. f'F' '+e.�xtas s� Xt- �` Vii' ._. We- iz �, ,n�tt"�� 's :.. e� .itt, }, �i '�. v k 'r 3•,� 3 . ,��s fi�k `C` � any } : �. re- ^7e.. 3 '� e r 3 �•a r -.. Y 'r i".'* �:' r,�-.` i�:.' I t4 s r q r NOTICE I t CTI1R} T I 'Quem, ATIEAST 24 HOURS RT C}I PECTION BUILDING MATERIAL, I S AIA RISS „ ? kTN1� RKMUS.T NO PUBLIC SPACE, AND MUST BE ChEARED UP AID• ) i. NTRACT "° " _: + "FAILURE TO COMPLY WSULT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE.PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. hiet 12/19/91 It Receipt: 1613 _—J CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ,� / , OWNER OF PROPERTY: �7�J TELEPHONE N0. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : 7 2j STATE . LICENSE NUMBER: TELEPHONE:9UY��a`Co�y`l 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-PIPET/ ,�(LIST FIXTURES BEING REPIPED) OTHER �--/r-u rJ i TOTAL FIXTURES: x $3. 50 + $15. 00 1w 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 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233.5445 TELEPHONE(904)247-5800 // _/� `AX(904)247-5805 Ae c�'e r nnCITY OF `7` - 7 UNCOM 852-5800 I��- � Office of Building Official 1� REQUEST FOR INSPECTION Date y / Permit No. Time A. Received r ddr ss r, ocality Owner's Name C�onnttraact-ori BUILDING CONCRETE ELE IC�'R CAL PLUMBING MECHANICAL Framing ❑ Footing O �iring I_i Rough f Air Cond.'& ❑ Re Roofing C Slab ❑ Temp Pole Top Out O Heating Insulation ❑ Lintel ❑ Final _ Sewer ❑ Fire Place P- Pre Fab READY FOR INSPECTION A.M.` Mon. Tues. Wed. Thurs. Friday . A.M. Inspection Made P.M. inspector----A Final Inspection 1:1nd approved: Certificate of Occupancy ❑ Date Please call me at 904_247-5826 if you have anyues ' q dons. Sincerely, ATLANTIC BEACH BUILDING D EPARTMENT \ i C� t CITY OF Office of Building Official 1� REQUEST FOR INS ON c-- ;L-�;L,? Zs Date /0�� ` _V / Permit No. 13 2-2-389 Time A.M. Received / Q P.M. Job Address � f Locality Own s -7!_-C�/1�N'_-�j/ Name Contractor BU DI CONCRETE FCDCL PLBIN MECHANICAL Framing Footing ❑ oug ring (`Rough it on Re Roofing "I7 Slab ❑ Temp Pole ❑ Top Out .pi Heating Insulation ❑ Lintel 17 Final Cl Sewer •'1�-Fire Place Ci Pre Fab P.M. �✓ �READY FOR INSPECTION Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF tg&4ae& z'ead - veov:c la 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 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. ADDRESS ,,2 a-424J Please call me at.904-247-5826 if you have any questions. �ErS"cefe ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH j MECHANICAL PERMIT 860 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I PERMIT INFORMATION 7 LOCATION INFORMATION_ ____..__ Permit Number: 22732 Address: 618 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Esta Value: Parcel Number: Improv. Cost: �_ OWNS INFQRMATION — Date Issued: 9/25/2001 Name: BESTCON, INC. Jj Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 9/25/2001 Phone. (904)246-3747 Work Desc: HVAC _ CONTRACT O - PLICATION FEES amu` MCGOWAN'S HEATING & AIR QP R I 47A0 i' Jv x R ti �a a '� +• moi.,*s* c >r .;0k i. J NOTICE- NSPECTi0 - ST BE REQUEStED AT LEi4ST 24;HOURS:P tt RTO !NSI ECTION BUILDING MATERIAL, ZLIBBISH A DEBRIS FROM THIS WORK MUST NOT BED iN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULS u WAY BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLY' T 'i CTIQN CAN RE I�ttT IN THE OWNERPATVEKPROPERTY OR 1L1�IMP7 _ ISSUED ACCORDING TO APPROVED'Pbk�6`1w..I Rt�fk F ,- 1111T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO W. 1 I ! r Cif[ J r } f s47.88 14 ATLANTIC BEACH BUILDPT. Date: 9125/81 81 DIECKs Receipt: 8891924 — --- – -- -- M18N8322l8N 23!32---- P 01- 3/0-70 f BUILDING AND ZONING INSPECTION ViISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 92288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, Ill, and IV. I. • LOCATION Street Address: OF Intersecting Streets: Between And BUILDING 1�4 �r Sub-division 11. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good..practice listed therein. Name of MechanicalMcGowan' s Heating & Air— Contractors Costr"for (Print) Cond . Inc . Master CACO-18970 Name of n� M-48 Property'Owner S W t� fl C) Signafura of Owner Signature of er Aytberised Agent Architect or Engineer III. GENERAL INFORMATION `A. Typ of beating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON I Electric THIS BUILDING OR SITE?- \/ Q roes—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ? �O Q Oil PERMIT Q Q Other — Specify IV. II WNC NICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) & Re-sldential or ❑ . Commercial ( Heat ❑ Space [3 Recessed Central O Floor U,-'gel Building Q Air Conditioning: ❑ Room antra) ❑ Existing Building Q Duct System: Mahrfa 1 bei SS Thickn 1 t" ❑ Replacement of existing system McArnum capacity / c.f.m. 95-1rew Installation(No system previously Installed) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other — Specify Q Cooling tower: Capacity q•p•m• Q Firo sprinklers: Number of head- C) Elevator Q Manliff ❑ Esalstor (number) THIS SPACE POR OFFICE USE ONLY Q :Gasoline pumps (number) (Reeeiwd) (number) Remarks Q LPG contains, (number) Q Unfired pressure vessel a oilers Permit Approved by Data Q 00w — Specify Permit Few IJOT:ALL EQUIPMENT AIA CONDITIOMNG AND REFRIGERATION EQUIPMENT t 1r1'IssstDer Units Deeerlptlon Yodel Number !Manufacturer (fioess) AY CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INF RMATIE3N L4 ATION1NF I;tMA"f ON _ Permit Number: 22725 Address: 618 PARADISE COURT�1-- j Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: PARADISE COVE Est:Value: Parcel Number: Improv. Cost: OWN JIN1= irI1ATION- Date Issued: 9/25/2001 Name: BESTCON INC. Total Fees: 45.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 9/25/2001Pone: (904)246-3747 Work Desc: CS2/0 150AMPS 1 PH 3W 2 ALUM- NOV, ENCE CONTRACT SAl 110" LIGATION FEES DYNAMIC ELECTRIC COMPAN�.. '5- IT 45.00 y 44, y M1.• , .'4, t Pa �x , FINAL ELECTRIC 1 4 3 NOTICE- IN 'ECTION BE RI` UESTEd'AT LEAST HOt1RS fj ,IOR,TO EINSPECTION � BUILDING MATERIAL, O.qJBBISH.ANt3 ?EBRIS FROM THIS;WORK MUST NOT B LACED IN#UBLIC SPACE,AND MUST BE CLEARED UP AID HAULE6,, WAY BY EITHER CgNTRACTOR OR,,. , "FAILURE TO COMPLY WITH T � W� � RE $CILT IN THE � PROPERTY OWNER PAYtt� 'I` iVICORO pit" A 41._ W < ISSUED ACCORDING TO APPROVED PUNS W146"41 . RI '1tT . MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION i I I 14 Date: 9/25/9181 Receipts;88991936 + ATLANTIC BEACH IL ING DEPT. DECKS 2999 — – CITY OF ATLANTIC BEACH, FLORIDA App by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 111APOIITANT NOTICE: ,,/' 4",:t �3�5 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE _JOURNEYMAN NAME 2U-" Pi1'791lf1 ADDRESS: Q C�[ _-�'"`RFD BOX ULDG.SIZE BETWEEN: RES.I APT.1 1 COMM.1 1 PUBLIC( 1 INDUS.( 1 NEW OLD 1 ) REW.( 1 ADDITION I 1 TRAILER( 1 TEMP.( 1 SIGNS 1 1 _SO.FT. SERVICE: NEW 1 INCREASE 1 1 REPAIR ( 1 FEE bofibUeTOR SIZE AMPS C-) COPPER ( 1 ALUM. $W fCH OR BREAKER ,/� AMPS __/ _PH_ �W- A�NOLT___—__ RACEWAY EXIST.SERV.SIZE AMPS PFI W 1 VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE LL NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED _OPEN _ _ TOTAL_ 0.30 AMPS. if-100 AMP9. SWITCHES INCANDESCENT — -- --- - FLUORESCENT&M.V. • FIXED 0.100 AMPS. OVER APPLIANCES _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONbITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PNS NO. 1 H.P. VOLTAGE PIIS ISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA _ NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER _t EACH SIGN ft7RWARDED 1L FEES — TIC When Valio, BEACH vFLORIDA 3ecomes an Off fc, NAME ADDRESS 61 CITY 'AL/-f-z Sc, f / 0`7 Nov-28 . 2001 9.39AM BESTCON, Inc. No, 8938 P. 2 3167.20 f S.ft Jawo SLW r �.+►txsormue.�'L November 28, 2001 W. Don Ford Clty of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BES MON, Inc. home con- strutted at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur dueto the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Y trily, 4 D,,mamic Electric, Inc. Re: Residence: Spec Address: 618 Paradise Court Permit #: 22389 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT _ PERMIT #NFpRAI[AT#ON, __ LCJCAT#ON#NFORMATIt)N __ Permit Number: 22575 Address: 618 PARADISE COURT Permit Type: PLUMBING ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: _ Improv. Cost: C}WI'#IIsR#NFQRMATION Date Issued: 8/27/2001 Name: BESTCON, INC. Total Fees: 67.50 Address: 440 SOUTH BEACH PARKWAY Amount Paid: 67.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/27/2001 — Phone: (904)246-3747 Work Desc: NEW PLUMBING - _ G PLICAJI 1= DON HARRIS PLUMBING RRAIT , 67.50 i � vWw inp x 57 a 1 , < 1 n NOTICE- INSPECTIO T BI= f Q J aT =AT LEA T-24`HQURS.PRIOR TO I14SPECTION _ N, R BUILDING MATERIA RUBB(SD DEBRIS FROM.THIS WORK MUST T BE,PLACED IN PUBLIC SPACE, AND MUST �CLEA_RE .AND HAI�L�f?AcWAY BY EITH ONTRACT-R OR OWNER � - - — "FAILURE TO COMPLYTH 11' `RG VIh R . LT IN THE PROPERTY OWNER PAYIIG FO L11 1 0 ISSUED ACCORDING TO APPROVED P A _PaF ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION -- _ AT NTIC BEA H BUIL IN G DEPT. Date: 8/27/81 01 Receipt. 0084627 — F 08100883221008 J J CITY OF ATLANTIC BEACH P" APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: Oct \CAAC�I s PLUMBING CONTRACTOR DON HARRIS P UNARJI3G Co AND ADDRESS: P. 0. BOX 14663 TELEPHONE NUMBER: (904) 772-0900 C r C - ® 1919 4 STATE LICENSE NO: d S- TYPE OF BUILDING: cl TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _SINKS SHOWERS 3 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS ( DISPOSALS CLOSETS ' WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: t � x $3.50 + $15.00 = $ 6 �5 D -- = ---- -�-- ---------------------------------i------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ��i°cutit�c i each ' ��vuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 �^ FAX (904) 247-5805 SUNCOM 852-5800 DATE2 -'� 6 '"D � JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 21.3 Z dL S-00Sews 'n o�e i� (New Ssr�y ce (Seg We.e. CrQ•�se , ,� lq 7 X06tt Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT 1� CITY OF 4&44dw Qeacit- Office of Building Official (/ REQUEST FOR INSPECTION Date ' Permit No. v � Time yam A. } Receivedy Job ddress ality Owner's , Name Contractor BUILDING ONCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ ooting ❑ Rough Wiring ❑ Rough ❑ Air Conti & ❑ Re Proofing ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ��YJ/J A.M. Mon. Tues. Wed. Thurs, Friday M. Inspection Made `'✓ Inspector Final Inspection ❑ /) / ^��/ '`7 Certificate of Occupancy E-,, CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 T WOO Permit Number: 21424 Address: 618 PARADISE COURT Permit Type: UTILITIES ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lots):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: F TIfI Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone: (904)248-3747 Work Desc: INSTALL 3/4" METER FOR TEMP.WATER/IMPACT FEES WILL BE PAID IN PERMIT E -T I~ BESTCON, INC. WATER METER/TAP 85.00 E Infpo0 R FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOS!ILLATION OF APPLICABLE PROVISIONS OF LAW. 8V c� c.J c.n C.J H (5eY [y} N ro n ro ATLANTIC BEACH BUILDING DEPT. 15 Cc. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ' - ----- I..O .ATIOP011ATION _ PERMIT�` k ATIO Address: 618 PARADISE Permit Number: 22389 ATLANTIC BECH, FL 32233 I Permit Type: BUILDING Township: Range: Book: Class of Work: NEW Lot(s):14 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE Square Feet: ----------1i Parcel Number: Est.Value: O� IUTATtON >' Improv. Cost: 109,520.00 Name: BESTCON, INC. Date Issued: 7/24/2001 Address: 2440 SOUTH BEACH PARKWAY I Total Fees: 3,046.31 JACKSONVILLE BEACH, FL 32250 Amount Paid: 3,046.31 Phone (904)246-3747 Date Paid: 7/24/2001 — Work Desc. NEW SINGLE FAMILY HOME,-HSS � �-_ R--18� PLfT10N FEES - d _— - C11 . S 885.00 BESTCON, INC. PERM, 450.00 ,W--MATER tMPAC'P'FE� I f- "' IMPACT FEE 1,250.00 ! UATE ME-TER/P 85.00 RADON,` 6.78 I 0.36 fDl CAE S 325.00 1 h CAPITAL IMPROVE' � �, � R��SS CONNECTION , � 35.00 i �.-t 1QNST.SURCHARGE 8.25 0.92 SCHARGEIATL.BCH. s NOTICE.- INSPEC'iM QST BE REIESTED�AT tf*AST:24 HOURS PRI TO INSPECTION BUILDING MATERIAC,;.RUBBISH. EBRIS #RQM THIS WORK MUSORNOT OBE CED IN f? BLIC SPACE,AND - MUST BE CLEARED �,AND HAAWAY BY EITHER CONTRACT � � __@ — A — , "FAILURE TO GOMPL WITHT ` NSTRUGTION LIEN, CAN REST IN THE PROPERTY OWNER PAJNG O E1 TS" ISSUED ACCORDING TO APPR0 PLAR$Mh CH R T�?F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO LONS�`4 - -- - QlWator: MYLE ATLANTIC BEACH UILDI T. Dates 7/24/81 81 _� — arien 13846.31 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Addresscyz.cc Date '� 2_._3 - O Heated Square Footage @ $ per sq ft = $ 0 Garage/Shed @ $ per sq ft = $ Carport/Porch 13.JJ . @ $ per sq ft = $ V Deck @ $ per sq ft = $ `q N Patio V @ $ per sq ft = $ TOTAL VALUATION: $ 0 9 F,;2 Total Valuation 1st $ /00 , 00 d Z- 0 3 $ 3 Rni' ng U 0 Value $3 . per thousand or portion thereof TOTAL BUILDING FEE $ 0 + 1/2 Filing Fee $ 3 9 � ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ ._ WATER IMPACT FEE $_ L O SEWER IMPACT FEE $ f 2J 0 WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $_ uq,tf RADON (HRS) . 0050 $_ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 $� �— O H R $ GRAND TOTAL DUE $ 3 fl�C • 3 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 0 ��lt�� co"� OWNER: 'd "T' F, 1. Determine Occupancy Classification of the structure. Select occupancy classification /2 which most accurately fits the use of the Building. (Chapter 133) [✓f 2. Determine actual physical properties of building. [✓]� a. Determine building area each floor. (Area definition Chapter 62) [✓j b. Determine grade elevation for building. (Grade definition Chapter 132) [✓J' C. Determine building height in feet above grade. (Height definition Chapter 132) [✓]' d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [� f. Determine percent of exterior openings per floor. [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) TYPE a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) 14 b. Check allowable height and area increases permitted. (Chapter 65) [t,l' 4. Check detailed Occupancy requirements. (Chapter 134) [ 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [t,}� b. Fire Protection Requirements(Chapter B7 and Table B700) [� C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓J' 6. Review design as related to standards. (Chapters B16-B26) [� 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [t� c.. Sprinklers, standpipes and alarm systems(Chapter 139) [�.]r d. Use of combustible materials on the interior(Chapter 68) [� e. Roofs and roof structures (Chapter B15) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other ' Z 3 -0 t CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: _ 1-,k n C. Ford, B ilding O is don/sb.1 CITY OF ATLANTIC BEACH Flxcure Unic Worksheec for Glace; Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURE:4ENT OF GATT-R DELLAND FCR EACy WA SR FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTLl. THE- WATER SUPPLY CH_�RGE IS HEREBY FI:(ED AT TdENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI% WATER SYSTE24. 8A7H3iOQt{ CROUP CA?iSIS:INC OF SERIIICE .SiCrIC TRAP STAND WATER CLOSET, LkVATORY & BATH (9) TUB OR SHOWER STALL (6) �' WATER CLOSET WAL= CLOSET, TAn OPEMATED (4) VALVE OPERATE] (3) 1 TURINALsAT•aTUalsxos.-Es (Z) 2-- WALL LIP (») Q S'HCVF..Z CROUP PER HEAD (3) FLOOR 0 SHOWEI STALL DON_ES T I C (?) LAUND R" -.-AY (=) L11VATflftY (1} , C�:'3I:IATIGN S-m NK A112 _:;Y (3) WASHI:iG N.ICHINE (3) POT, SCULL z:i': S I:I (� WASH SINK EACH SET G? FAUCES (I) lCI TC�3E'i sin (2) DE"'f AL LAVATORY (1) i LITr7;? SZNz wTn NASTE 3 DEY::kL UNIT OR CUS?IDOR (1) CZIND EZ (3) EIDE- (Z') URINAL STALL, HASHOU;' (G) F'LIIS13I2tC ILX SINY (8) CO2�.BINATTON SINK AND TRAY WITJ FOOD DISPOS. (4) al:NAL, MESTAL. SY?IiCN JE"i DRINKING FOUN'ALN (1/_) BLOWOUT (Z) ILAVATORY. 3ARBE3/BEAUTY r ICE hAKER (1/2) , S SHOP (Z) SURGEONS SINK (3) C) LAVATORY, SURGEONS ('_) JACUZZI (Z) ® URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS p 1 S20.00 EAC:i $ -0 .JOB I.VFOR.-.ATION .-Ju1-12. 20011 5:10PM BESTCON, Inc, No-4496 P- 2 Book 10854 pages 545 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO.172386-2070 STATE OF FLORIDA COUNTY OF DUVAL The undamped hereby gives notice tbat improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following infounation is provided inthis notice of commencement 1. Description of real property to be improved(legal description and address,if available): Lot 14,PARADISE COVE,according to the plat thaeof recorded in Plat Book 53,pages 82 and 82A of the current public records of Duval County,Florida. 2. General description of improvements: Sk&Family Residence 3. Ownerlr£omration Del 8001168631 (a) Name aldAddrrss: Danks 10054 Page-545 BBSTCON,INC.,2440 South Beach Parkway,Jacksonville Beark FL 32250 Filed i Recorded Photic#(904)246-3747 Fax#(904)246-7126 07/WMI 09x/6:40 M (b) Owner's interest in the site of the improvements(if atter than fee simple title holder): r�Zr T CUT(c) Name and Address of fee simple title holder(if ottw thou owner): TDl1bT F114MW = 1.00 19]pY FEE 4 1.00 4, Contractor. CIMM f 1.00 Name and Address: Same as Owner fan= 6 5.00 photic# Fax# 5. Surety on any payment bond (a) Name and Address: Phone# Fsar# (b) Amount of bond $ (copy of paymetnrt bond,if any,ditched hereto-) 6. Name of any lends malting a loan for the construct{on of the kuprovements: AMOUTH BANK 9424 Baymeadows Road,Suite 100 Jacksonville,FL 32256 Phow#(904)291-7610 Farr#(904)281-7647 7. Persons withim the State of Florida dcaignated by owner upon whom noticros may be served as provided by Section 713.13(lxa)7,Florida Statutts(Name and Address): Phone#: Fax#: S. In additiem to himself owner designates the following person to revs a copy of lienor'a notiice as provided in Section 713.13(1)(6),Florida Statute(Name,Bank:and Address): Gary Hollifield,Amsouth Bank 9424 Baymeadows Road,Suite 100,Jacksonville,Florida 32256 Phone#: Fax#: 9. Expiration date of Autwe of commenceinft t(11m aspiration date is one(1)year from the date of recording unless a different dare is specifisd7_, _. BESTC By r _ PAUL W.NICHOLS,ITS PRESIDENT (� (OWNER) 1(VwIJ Sworn toand Subscri ore me This J Q�Q'day of 1& 2001. N"*WOLFGAN9 WMW PUDLNI•STATE OF FLOlUDA Notary Public,State da MY COMMISSION OnRES DEC.g,E001 COMMISSION No.CCKM2 Print Name (NOTARIAL SEAL) Ivly Commission Exlsres: 12-2N-03 POST CERTIFIED COPY OF Serial No.,ifmy- RECORDED NOTICE ON Personally known: Y CONSTRUCTION SITE Produced idernificadow Type of Identification Produced. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21424 Address: 618 PARADISE COURT Permit Type: UTILITIES ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION' Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone: (904)246-3747 Work Desc: INSTALL 3/4"WATER METER/IMPACT FEES ETC WILL BE PAID ON BUILDING PERMIT*** CONTRAGWR(SPXWN FEES BESTCON, INC. WATER METER/TAP 85.00 TEMP. WATER UNTIL BUILDING PEMIT IS issued Ib s a� FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $95.00 Be ATLANTIC BEACH BUILDING DEPT. Date: 5/15/01 01 Receipt: 00577A5 CHECKS 7663 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21424 Address: 618 PARADISE COURT Permit Type: UTILITIES ATLANTIC BECH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number. Improv. Cost: I OWNER INFORMATION Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone: (WA)246-3747 Work Desc: INSTALL 3/4"WATER METER/IMPACT FEES ETC WILL BE PAID ON BUILDING PERMIT*** CONTRA S) X Ow 10 4F V IF APPUCMWN FEES BESTCON, INC. WATER METER/TAP 85.00 TEMP. WATER UNTIL BUILDING PEMIT IS issued 'spqc _4b tions.Reab FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ydlltJeu'" -A .-�) $85.88 89 CHECKS 5!15!81 Si Recei�,t: 0@57745 ATLANTIC BEACH BUILDING DEPT. ?n83 3433308 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21423 Address: 606 PARADISE COURT Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone:` (804)246-3747 Work Desc: INSTALL 3/4"WATER METER/IMPACT FEES TO BE PAID WITH BUILDING PERMIT *** CONTRALTO TION FEES PUBLIC WORKS DEPARTMENT WATER METERITAP 85.00 ***Temporary Water until building permit is issued. s ections Re �Iiretl FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Bi. r7 r � 01 4 '7q CW-CRs 7659 400000003433300 Harris, Patricia From: Ford, Don Sent: Wednesday, February 07, 20018:04 AM To: Harris, Patricia Subject: RE: Paradise Cove Charge them for the meters only($85) and note on the permit for temporary water to be permanent water when the building permits are issued. -----Original Message----- From: Harris,Patricia Sent: Wednesday,February 07,2001 6:21 AM To: Ford,Don Subject: Paradise Cove Bestcon wants to buy 2 meters for 2 of the lots in Paradise Cove. What should I charge? 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21424 Address: 618 PARADISE COURT Permit Type: UTILITIES ATLANTIC BECH, FL 32233 .Class of Work: NEW Township: Range: Book: j Proposed Use: SINGLE FAMILY Lot(s):14 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone: (904)246-3747 Work Desc: INSTALL 3/4" METER FOR TEMP.WATER/IMPACT FEES WILL BE PAID IN PERMIT CONTRACTORS APPLICATION FEES BESTCON, INC. WATER METER/TAP 85.00 j 1 I I I I I In ections Re uired FINAL i I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIQJZMONOF APPLICABLE PROVISIONS OF LAW. ------- ----- ------ ---- Py1 -ry w II 121 N IATLANTI. BEACH BUILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21423 Address: 606 PARADISE COURT Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2001 Name: BESTCON, INC. Total Fees: 85.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 85.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2001 Phone: (904)246-3747 Work Desc: INSTALL 3/4"WATER METER/ IMPACT FEES TO BE PAID WITH BUILDING PERMIT *** CONTRACTO - #% Z` APPLL; TION FEES PUBLIC WORKS DEPARTMENT WATER METER/TAP 85.00 ***Temporary Water until building permit j is issued. i coons Required � FINAL j i I w NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR RR7 TION OF APPLICABLE PROVISIONS OF LAW. W�'� raj fti H ro ATLANTEACH BUILDING DEPT. .,� t /fit ei t• o�a NECr,5 bb9 p,v+[ 0, u7 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5828-Fax: 247-5877 ELECTRICAL PERMIT PERM ' E C . Permit Number: 21476 Address: 618 PARADISE COURT TPO1 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: PARADISE COVE Est.Value: Parcel Number: Improv. Cost: Date Issued: 2/15/2001 Name BEST ON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/15/2001 Phone: 904 246-3747 Work Desc: CS#6 50AM S 1 PH 3W 240V COPP ER UNDERGROUND TEMPORARY POLE DYNAMIC ELECTRIC COMPANY PERMIT 25.00 `ta► iseid., µ z, INAL ELECTRIC NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.6814 AT NTIO BEACH BUILDING DEPT. Date: 2/15/81 81 Receipt: M34368 CHECKS 2584 CITY OF ATLANTIC BEACH, FLORIDA � Aay.OMwby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: -;7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING TIIE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS ACID SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, "ODES AND CITY OF ATLANTIC BEACH ORDINANCES. n EL CTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYII�BPC NAME &d.&.naADDRESS:6I9�dZl1QL,�l1C� ORFD BOX BLDG.SIZE _ BETWEEN: RES.UZAPT.( I COMM.1 1 PUBLIC 1 1 INDUS.1 1 NEW( 1 OLD( 1 REW.( 1 AUDITION( 1 TRAILER ( 1 TEMP.(h SIGNS ( 1 _.SO.FT. SERVICE: NEW 1 1 INCREASE( 1 REPAIR ( i FEE WOUDTOR SIZE AMPS SD COPPER( ALUM._( I $MtCH OR 13REAKER _50 AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH IN VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 0-90 AMPS. 1 J 1. 00 AMPS..—. -_ SWITCHss —,— — _�-- --- - INCANDESCENT -- ---- —------------_---- PLUORESCENT&M.V. _ ____ _ • RIXFD 0.100 AMPS. OVER i APPLIANCES _ _-�BELL TRANSF. AIR H.P.RATING H.P.RATING - CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0-1 OVER -- — MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PNS .MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE ITCH FLASHER EACH SIGN -- FOnWARDED Try1AL FEES PROPERTY DESCRIPTION RECEIVED ': B k # Sef�ion # division: (S�� l 1w1Jl Street NDESCRIPTION OFwu' f Aiizr`a,: "t$zlacll or Addreamess: 3 -nJ Zo+lln (If in a FLOOD HAZAR Flood Zone: larea complete page 3) 1 Brief escr. t'on Cla s of Work: ew Rem l/Addition: ZONING INFORMATION Type of Construction: Zoning r! Propo District: Use: Estimated Value $ 1 ��- - oo Exceptions or Variances Materials: I1�6�` `= � Granted: Qy `0 4 J� 'Solid orfilled Ground: '—Roo,4: / Method of Heating: OWNER INFORMATION EESTCON, INC, Property Owner: 2W SOUth SCh Pa* Phone: Mailing Address dwimnVilre gfflCb, Ft 32250 W4 24&_ 3747 --Zip: CONTRACTOR INFORMATION ®ESTCO N, INC. Contractor: ithS%ehpali Phone: Mailing Address: Zip: 46-3747 Ex STATE LICENSE NO: �,(�)� �- _ Dateration 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 V IN T AND SUBSCRIBED BEFORE ME BY THIS DAY i HEIDEWOLFQANO NOTARY PUBLIC-STATE OF FLORIDA NOTARY PUBLIC MYCOMMISSION EXPIRES DEC.2k2n CoaMlsslo�Na ccr�nu JUL 07 '01 16:05 CLARSON 200 P02 MAP SHOWING P ° OT PLAN OF LOT SHOWN ON MAP OF PARADISE Q0v"E.: AS RECORDED IN PLAT BOOK 53, PAGES 82 AN 82A OF THE CURRENT PUBLIC RECORDS OF DUV',AL COUNTY` FLORIDA, FOR; ESTGON, INC. i BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—W Y LINE HEREON IS THE SAME AS SHOWN ON THE VE MENTMlZD PLAT. AR DISE COURT O' RIGHT OF WpY) a6 '81 3 *29�C .. •CAS O ro N S e).1 e,4, 23.48 o PT O I AO.. J?RIVATL (AN 'SCAPE ' p �•.,s{D'EWAf� ��enacnr'� C H,,,,7.2 L�. t ESE - 7.2 t 1 ' ,.=So()(), �50aQy L . /� � 20' BRA D�LTAFO$'18 Q3�� I r 6 o 7.0' N N O w j solN y PERCH 4 i Q M. f I�wb f d. _j o m lJ V d VD Q) C11 Y Of L�T C B EACH I •r� I pI AP1! It#' i. 7j0j1Nf,}}FFICf O JUL:2.3 2oo1 f . 8.0' ' 35.0' 7.0' O� BRL By 7.5' 7.S' (70 f 9.36'14"W 5a. a' OWNER:Spec Lot14 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 7/13/2001 CONSTRUCTION JOB ADDRESS: Lot(s)14 Paradise Cove 618 Paradise Court Atlantic Beach, 'FI. 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 Slump: 3 Width: 16" Depth: 8" Reinforcing: #5 steel reinforcement 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: NIA Reinforcing: N/A Number: NIA Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Concrete Block If Concrete Block-Size: 8"x 16" Concrete Mix or PSI: Type M Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Fvents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-M365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Spec Lot14 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: NIA Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) _7 STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 FSlump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" ___TSize: Twide Finish & Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand _7Thickness: 4" Size: 16'wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS: See engineering details Location: See engineering details 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•Spec Lot14 Paradise Cove Framing Materials: i Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Comer Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(gables&detail areas) & Size: Varies Mainstreet(Fronts, Sides& Rear) Roof Sheathing Material: O.S.S. Size:7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members:Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A NIA N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 NIA 16' [Beams NIA N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A NIA BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Spec Lot14 Paradise Cove 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: --FSpacing: Nails: 1-1/4"galvanized Felt: 15# --7Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge Valley BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Spec Lot14 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1stFloor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A NIA N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 2440 South Beach Parkway .Jacksonville Beach - FL . 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Spec Lot14 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9-1/4'713" 30 Kraft 1700 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 Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OVMER:Spec Lot14 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2n Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock 1/2 " Ceiling Nailed 3 Texture Finish-Walls: Smooth Finish-Ceilings: Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or 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:Spec Lot14 Paradise Cove 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen `` , JIM WilsonArt 4"WilsonArt None Master Bath WilsonArt 4"WilsonArt None Guest Bath Bath #1 ''' WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: NIA 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 CPC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OViMER:Spec Lot14 Paradise Cove 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: MW C/U CPKE30-1A A/H A30-05 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: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Spec Lot14 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of I=Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of j=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 %" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue %"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO%2" House to Dishwasher CPVC SCD40 Glue 3/"TO Y2" 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:Spec Lot14 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet ME W Toilet Seat Church Church Shower 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 W —1 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:Spec Lot14 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink " 33"x 22" Kit. Sink Faucet/Control 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 __TNo.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:Spec Lot14 Paradise Cove 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 Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 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:Spec Lot14 Paradise Cove 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom #3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Spec Lot14 Paradise Cove 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 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 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 5846-11 1 Front Porch (O/H) Progress 5805-11 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 Lot14 Paradise Cove OWNER:Spec 16. PAINTING: PAINT, EXTERIO 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: ' Walls of Finished Area:ago= Number of Coats: 2 Walls of Papered Area: NIA Number of Coats: N/A Ceilings: Ills=texture Number of Coats: N/A Garage Walls: 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 Millwor 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 Lot14 Paradise Cove OWNER:Spec 18. CERAMIC TILE: rGuestBath N FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP VINYL VINYL Owner's Choice To T-0"AFF VINYL Owner's Choice To T-0"AFF 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 Roof Ventilator Brand Name& Model: N/A Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style &Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name& Model: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Spec Lot14 Paradise Cove 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: 3,000 SF of Floritam St. Augustine—EMINEW Number and species of plants: -3 gallon plants (species varies with availability) Yardage and type of mulch: f 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 CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: NLA BESTCON,INC. 2440 South Beach Parkway - Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 18 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1439 `. Builder: BESTCON Address: Lot-14 Sub-10Wd(Se- Permitting Office: City, State: ��8��a�,X11�� /�,� �I j Permit Number: Owner: Sp(�CCC, yyO� f(,tt,� bold Jurisdiction Number: Climate Zone: North A+tarl_47�_ t?62d 7E-4 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER:10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(fie) 1439 f12 c. N/A _ 7. Glass area&type _ - a. Clear-single pane 0.0 ft= _ 13. Heating systems b. Clear-double pane 201.0 fta _ a. Electric Heat Pump Cap:30.0 kBtWbr c. Tintlother SC/SHGC-single pane 0.0 ftz HSPF:6.80 _ d.Tint/other SC/SHGC-double pane 0.0 fF b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,161.0(p)ft _ c.NIA _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,953.0 W _ EF:0.86 b.Frame,Wood,Adjacent R=11.0, 138.0 ft' b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1462.0 ft' _ 15. HVAC credits _ b.Under Attic R=19.0,94.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,110.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 20036.00 PASS Total base points: 20372.00 I hereby certify that the plans and specifications covered Review of the plans and li'TaES A by this calculation are in..(compliance with the Florida specifications covered by this � o =; o Energy Code. calculation indicates compliance y„ �y�g� 4'az a`�� with the Florida Energy Code. PREPARED BY: G1� T MILLER Before construction is com feted � DATE• ?. p `' this building wilt be inspected for I hereby certify that this buildin , as designed, is in compliance with Section 553.908 rbc O compliance ttia �'-�''' '� 1gy Con_ C(4_ Florida Statutes.OWNE tNT• � BUILDING OFFICIAL: DATE: 1�;Q 0 DATE: EneravGauaeO(Version: FLR3PA 203) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points As 11439.0 33.05 8561.8 Double,Clear NW 11.0 6.5 36.0 25.46 0.56 512.3 Double,Clear NE 1.5 6.0 18.0 28.72 0.92 476.0 Double,Clear NE 1.5 5.5 8.0 28.72 0.91 208.1 Double,Clear NE 1.5 13.5 18.0 28.72 1.00 515.1 Double,Clear NE 1.5 9.4 9.0 28.72 0.98 252.5 Double,Clear SE 1.5 6.0 36.0 40.86 0.88 1299.4 Double,Clear SE 1.5 6.5 40.0 40.86 0.90 1474.8 Double,Clear SW 1.5 11.0 36.0 38.46 0.99 1364.6 As-Built Total: 201.0 6102.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adelcent 138.0 0.7 96.6 Frame,Wood,Exterior 11.0 953.0 1.70 1620.1 Exterior 953.0 1.70 1620.1 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1091.0 1716.7 As-Built Total: 1091.0 1716.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.40 42.5 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.7 1.60 28.3 Base Total: 37.7 164.5 As-Built Total: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1439.0 0.60 863.4 Under Attic 30.0 1462.0 0.60 877.2 Under Attic 19.0 94.0 1.10 103.4 Base Total: 1439.0 863.4 As-Built Total: 1556.0 980.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 161.0(p) -37.0 -5957.0 Slab-0n-Grade Edge Insulation OA 161.0(p) -41.20 -6633.2 Raised 0.0 0.00 0.0 Base Total: -5957.0 As-Built Total: 46633,2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1439.0 10.21 14692.2 1439.0 10.21 14692.2 EnerovGauoe D DCA Form 600A 97 EnerovGau0e9/ResFREE'97 FIR3PA 203 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 20041.6 Summer As-Built Points: 16969.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16969.4 1.000 1.047 0.341 1.000 6063.9 20041.6 0.3573 7160.9 16969.4 1.00 1.047 0.341 1.000 6063.9 EnemvGauaeTm DCA Form 60GA 97 EnemvGauae®/ResFREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole wilding Performance Method A - Details [ADDRESS: Lot: Sub: PARADISE, Plat: , , . PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points ,18 1439.0 9.76 2829.3 Doubts,Clear NW 11.0 6.5 36.0 14.03 1.03 521.1 Double,Clear NE 1.5 6.0 18.0 13.40 1.01 242.7 Double,Clew NE 1.5 5.5 8.0 13.40 1.01 108.0 Double,Clear NE 1.5 13.5 18.0 13.40 1.00 240.8 Double,Clear NE 1.5 9.4 9.0 13.40 1.00 120.6 Double,Clear SE 1.5 6.0 36.0 5.33 1.10 210.5 Double,Clear SE 1.5 6.5 40.0 5.33 1.08 230.8 Double,Clear SW 1.5 11.0 36.0 7.17 1.01 261.0 As-Built Total: 201.0 1935.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 953.0 3.70 3526.1 Exterior 953.0 3.70 3526.1 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1091.0 4022.9 As-Built Total: 1091.0 4022.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.7 11.50 203.6 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.7 8.00 141.6 Base Total: 37.7 449.6 As-Built Total: 37.7 309.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1439.0 1.20 1726.8 Under Attic 30.0 1462.0 1.20 1754.4 Under Attic 19.0 94.0 2.00 188.0 Base Total: 1439.0 1726.8 As-Built Total: 1556.0 1942.4 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Stab 161.0(p) 8.9 1432.9 Slab-On-Grade Edge Insulation 0.0 161.0(p) 18.80 3026.8 Raised 0.0 0.00 0.0 Base Total: 1432.9 As-Built Total: 3026.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1439.0 -0.59 -849.0 1439.0 -0.59 -849.0 EnenwGauoeO DCA Form 60QA 97 EneravGauoe®/ResFREE'97 FLR3PA 203 FORM 60OA-97 INTEL CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: EASE AS-BUILT Winter Base Points: 9312.4 Winter As-Built Points: 10388.2 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10388.2 1.000 1.064 0.501 1.000 5542.8 9312.44 0.5340 4972.8 10388.2 1.00 1.064 0.501 1.000 5542.8 EneovGauae"A DCA Form 600A 97 EneravGaum&ResFREE'97 FLR3PA 203 FORM 60OA-97 WATER HEATINGDE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details [ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Bunt Total: 8428.6 MMJ CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7160.9 4972.8 8238.0 20371.7 6063.9 5542.8 8429.6 20036.2 El"%A%'&S`S oj-TfLE sr.�r�, v� EnerovGauoeTm DCA Form 600A-97 EnerovGau0e®/ResFREEV7 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Mwdmum:.3 cfm/s .ft.window anK.5 cfMs .ft door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wail panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sued to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,ppnetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seems. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with--2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded ky all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pod heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insured,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnerovGauae"m DCA Form 600A 97 EnemvGauoe®/ResFREE'97 FIR3PA 203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* _82.6 The higher the score,the more efficient the home. , Lot: , , Sub: PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 k$tu/hr 3. Number of units,if multi-family i _ SEER:10.00 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ftp 1439 ft2 c. N/A 7. Glass area 8c type _ a. Clear-single pane 0.0 W - 13. Heating systems b.Clear-double pane 201.0 ft2 - _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:6.80 , d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 161.0(p)ft _ c. N/A , b.N/A c. N/A 14. Hot water systems 9. Wail types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,953.0 ft2 _ EF:0.86 _ b.Frame,Wood,Adjacent R=11.0,138.0 W _ b.N/A , c. N/A _ d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1462.0 if _ 15. HVAC credits b.Under Attic R=19.0,94.0 ft= (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,110.0 ft _ RB Attic radiant barrier, b.N/A MZ-C-Multizone coaling MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0,0 IRE ST,�� in this home before final inspection. Otherwise,a new EPL Display Card will be completed �y o, based on installed Code co h t features. y " °3 nn �' � Builder Signature: PaYt✓ Date: �- Address of New Home: ir4City/FL Zi :1 d - t nO WE se, *NOTE: The home's estimated energy performance score is only available through the FIAIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE Energy&OW designation), your home may qualify for energy efficiency mortgage(EEM)incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnerevGaueeQ(Version:FLR3PA 203) Y Residential System Sizing Calculati®n Summary Project Title: Class 3 Rating 1439 Registration No. 0 Climate: North 5/25/2001 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 49 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 24290 Btuh Total cooling load calculation 26412 Btuh Submitted heating capacity 30000 BtuhSubmitted cooling capacity 30000 Btuh Submitted as% of calculated 123.5 % Submitted as% of calculated 113.6 % WINTER CALCULATIONS Winter Heating Load for 1439 ft Load component Load oucxs(e%) Window total 201 sqft 5548 Btuh Wall total 1091 sqft 3489 Btuh Intl-(7M) Door total - 38 sqft 524 Btuh Ceiling total 1556 sqft 2089 Btuh cefflr,ge<s%) Floor total 161 ft 4959 Btuh Infiltration 156 cfm 6526 Btuh Dws(21*) Subtotal 23133 Btuh WWsc,.%, Duct loss 1157 Btuh FtoorK20%) TOTAL HEAT LOSS 1 24290 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1439 s ft Load comDonent Load Window total 201 sqft 7957 Btuh 4•�1fte•n•K3%a Wall total 1091 sqft 2093 Btuh 1eteft,,,,,� , Door total 38 sqft 400 Btuh Wnda"(30%) Ceiling total 1556 sqft 2347 Btuh Floor total 0 Btuh Infiltration 144 cfm 3012 Btuh IrCOWq„%) Internal gain 3000 Btuh Subtotal(sensible) 18809 Btuh cewad(®%) Duct gain 1881 Btuh Total sensible gain 20690 Btuh `'}p("%) ce%) Latent gain(infiitration) 4802 Btuh The sizing method used was EnergyGauge®System Sizing. Latent gain(intemal) 920 Btuh Total latent gain 5722 Btuh PREPARED BY: r , TOTAL HEAT GAIN 1 26412 Btuh I DATE: EnemvGauoe® FLR3PA 203 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 7 / to 12001 Re:-Wind Loading Requirements For Jax. Beach , FI. 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 sheets #g thru #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 diahragm 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, that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. if contractor found any differing conditions through soil removal or soil report, then I shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely Louis J. Gabriel, P.E. 'WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON LOT%WI4 pfteni--sE CNE JAX. 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 9997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE: SV LY , 2001 J 7 6 zo q P %E � i e 7-5 u�,5 , fe s 1 dAm c c �tA e • Po (.lv g truc tura L A Floor R�� Fr�.wtir� �52e �o o TY-L4 !!G S Pla o r i Y N l it, See S Ctn eJuVL vtc.�o vc�J� to She •..V 1 :_ Y A 3 b bo Lt s (Z 9$ 0 - t•a Penes n I r+ VvtL�ss +nOtAJ c S taw+ �nl Yea%+, rarGerAer,t: — � a.f7 Got:tert 1#9 Rac� uv► 98 a•� 00 1��.G� 5��1 Cy..c� P-i PPM" ,- $4 Cdl"'W � A w i rt o.c• .4. 0vt4.4. UrtleSS V!OW p L-J RODS �u�� I is l� Roar clreA aoaaa Pofd4es oucr1AamoS) :- Zoo v ro o.F Resit. ete�r- : - _.. ......_... 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LL % a Si V'0-40 4 to WO B%Slbl OVIJ PLa i W/, 17"" 4 C oty Q0Lts � � � • lloW vp1R—,)2-000 lbs e w�rtiQ Z o 00 k U S C (0 5 paU-n POOP -R Asses .5LrafP, a.�Qi ; - '� y J "I 0•-5bw 0.5ow Roo� F-mwv;v�n ,t4iIL 6e. eyt6 j see bt%s, es�%vtee r�v PYlar4 b� A Lfvne Fir �;C Zi r t- oli �,00FNSStS511Ee� to o F +e OtrJ,t,b?,Ctc .Q r ""�,1 For re ,� r4P 5 tY�p„►� �a �v Q L � F w c-Cl r tit pa a Se- erre l �ivu• TemsIV-v► 1iz 136 >Soit, o •S Ap F 0 0 � o • Z �� F,m 15oo psi F It 3(,000 Ap_ 'IT-9i —� ,4-ll�r� �►!,w, Z�9 a )16.1 2 4 x ►j$ i c,�t Y'Owr+� Suet. �i.26 W414-ors... a.{t U eJ Fb4a"• =2 7A -F-6-J- (WOOA= AOC' - ,r LaQlv�,.1 c�!cod ct 33} = 53�- p s► 5�#s psi o•y- M,n� .t r Co•9-r} Co•-rs�C�SX�'95�C�.14)=4c�tb. b =Mjs Ao jo•oozooc)�4 Q 5 e A r t ,"J 0%A A A(,�a r go U-S *--�`- d, 31144.. �rZ 4tLvw ekbte Tic;v-A '1Z44 A3L , �.►�b� G - tuk c �r�t F = IAIO lbs (Se-e- above At(uwr.ol.e SlAeov o-K 1/zt + A16. bo ll., f 35o q F> AL 4 or 0.11 A6 F� %t tit;Z.►a1,i� 350 -t 5oa)(o•Z� = I�f 57 lbs Y o r (.0.12.)(0-2.)( 36,000) OA F Y' rtr VJ -ivt AYE VeS a&,-uLc S<< 5 �tdOtj Sheet Date I/0 �.• �GLhrieL., �•�- of 0��l y PA�a�aci se, Cave. S�teaY W s; Y Ql'tG 5 + 51:VvAtt'LLUS • t 7ke FoUbt4 wa cl eprivt;tiec-A s aQfLa. t-lvcou�kowt to a 5 ee attajQ Y PLO.v.R FOA W O.0 Lv Ca-tio-v% a1e5;R-A^ ti S "LX b&ed r'W A U t Wl.ilt '111 cle d N4'�tt `Mh Mfiar" tAr :- '1'�,b�.t Qoa w i d}�,. C 1-e .- See aad.ej ROW ►�� fFFective LeWMA- o(! W4f Wbi"CL resist- Shear C it 1t tt - t4AU 4 c7i jkt C jrroyv+ p(r-,$) AO r W oil ptaM 46jolit .. ~ K Z• EF�Ctiv& rc vp kc;out �ftpOSP.�i� to P(=k�r't � C M E'w —:.0 i y t Wks. goof Pit& iS Wave tom► T to tZ. _ t,o;:AJ P`r'ess uft Stn See S dee t: Z� .- i� fir, W� PresSuvre or t''voF C r�licgb�r w)u�► YooF fit��. i s wore fti� T S1nc�r Per F - C F) 1 .1� •5ee sttee-t „ �„•- �o t�.Q 51� ea� �o rcc � C�)C tit) C -� /z� .�- ��,r9 C-�+,ra C w ,��•T ,�:- over-ruelfti Ma�++�wt"=t w�C-Qi o.S�N-C r)C Y)C�„r)C '► t � � W4Sl�! uJe� Lut� .5212 ' �� .- ,.��PC��de � �+ �� t�,��.�,1( 'W'I��:t�. YeS�Sts uO•S-fib -- .� f Tcrosic A or tom en;as% QWaU &45 _ C�'•T• �� 1.1 � " 5fte u;r f ffilor boCts 5 f& . DCs;t-A Cr. �-er For E x i-tr►or WaAa Avow. 60t t- �S �W; I'Go IF C tlil*xg lot a36 fi WJ*o r Allow B om Taw\sion - 1440 4S C It it it it {t 7lld06 S I; Sea, i , MA"La i UN $4 ZO»�mo he &ROW . 60te 5hW 9Y1"e,wj'o-►ti - 1360 Ibs (t %z4x'7 Lo ExQ. gott Vi & Qf6"s Vmvt ISA, IACZAA wl-# S CookY YIAILsl ur nod o t#.erw DateSheet M L• GQbcie L p•� - ' of C -v-) L 1. 33 W'ne're lttiv4 S1nt4pr bot,t SPa Fv- a0ow4tc- s"%ep,r P, bo tt For Ex ter;ver- W iAA �vr -1-Arer;or Wa;P.Cs —� 5 = C�•33)C! 35o�/tv� z. T—p choose- AiLow, kid 'Av, m ta+si u-n (�T or c" _ 2 v) In crud �w�.c W4 be o�as •' VVT s w:` or 115E Me 0 See 'AetcC skeet- FoY 4&J :514eeL #,6 � � N M {. Tor G . Fac Trade of -tlAe te4AsiUM both t f 5°E` J5. S.�ttTUW+ tf7n �io1ws.. C Zegr, Ply {J/ , H%r- bot;r W i u Y -PvQ,t out awQ{�,e,..Sale lam. Wrll. y►ce�Q t0.5jlcar ....._- ,/ _ oSF--F:or A Cowpteti Mibwc `Tor G L tijcd o oW-A c as + ZY Toro 2 `lne+►�du,.,,,, Tw,S, 2V 14 DD lbs C 2 x 4 �LAt , It Z -,5Y P ) F'9 a " Fa4guAf- yMccPc �V � 't.ZoD lbs , Z X (o Plate , 2 S Yp Zv = Z,90D fbs C Zx g PtA. , :#Z EYP ' — 1 rim DIFANG :.ER:NG ' PM MAST"-Al" CMUNG CATnEDRM CEILING a MT MING - WTCHEN r - CATHEDRAL CEWNG, BEDROOM VASTER BDRM .• — ENTRY C M(CCIUNG i ! 1 �— • _ ___ _ '1018 e`FIATCEWNG: POPLF1 - - e'MT CEILING -TRUYA - I DE54NED FOR C z I j UVING I _. _ "__. AMC fi f` STORAcE 9ATH B MT CCtuw ! I• i y GARAGE ! I TREY CVUNG I ! a MT aluNc ' ecoROOM I { ! I i B MT CEIUNG 4 -------------- - -- -- -- DDDR�-HEouLE ocw`cDu�c'— IE OESORIPTICN C.^,.�E •REMARK NUMBER GTY In JC9CRIR f`N VI .-oo N M J70 'GARAGE a!'ANEI 16D70 S7EEL GARAGE DOOR WIGV..��ASERTS _ x._ R�nca?t: -'- 9TEEL6 PA b8 _EXT.6PANEL C6B NE � "`- -• »F» .� . "O.T.M." »p» No. () (ft) (ft) (Ib) (Ib/ft) (la/ft) (ft) (Ia} 1111 61 N t h qz, W I A k I- (JE 15 IZ- w LA t?7= "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND SHEAR WALL CALCULATIONS INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR UNLESS OTHERWISE NOTED. AN EXTERIOR WALL MEANS THAT 7/16" OSB F O R FIRST ST` O R "Y WALLS ^N PANEL EDGES AND AT 12" -4 —9* 11 -8 6'4'T 14'8" n n n BALLOON FRAME GABEL N N N /2 �s 00 V 0) C17 0r— L CJ28 m o O CJ27 C_ U) C7 CD CJ26 Nj i C16 •• �• G23 z v 615 mF- v _000-)O i .. —I O 614 613 �� i �)— CID _ _ I-I -r=m I ---- B 12 611 w �11C7 D �Z 1 i 0 ao 0 610 i n z _j H n -------- -- < 1-4 U) z n Z m < Al 3 n _11 m m O c� -< < M Co m M � A2 M r- O :1) :1) = m F- m A 3 .;a C O 1-1 U)O Co N 7 14 m A4 ao CEJ r r N z C (� 00 C0 O ON F-U) r m Hh zU) U)_ A7 I z z A8 a) 00 --I m L R9i r m; Oo C)(n CJ26 z ^.' CJ27 N E22 n CJ28 m n n n n 00 M N N rev BALLOON FRAME GABEL 00 N M 20' 14 P. O. Box 12267 L U m d e r d n ( i ted Jacksonville, FL 0 32209 C904) 356 - 5440 RTTENTION: Coni rectors Crews & Frames b Do not out or otter trusses. Fn 9ueetlons or dtsoreponotea should be dlreotod to �O O Lumber Unl lmlted at 356-5440 pr or to srsat ton modlf lootipn of ony trusses Lunbsr Unl lml tad to not Moble for ony 'book ohorgss' unless opprovad by ono of __ — our repreeentotives before the work oreoting the ohorga Is performed. SUPPORT REPORT JOB DESCRIPTION: 7760 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 51. 500 WALL 0.000 8.094 1427 -867 Al 35.000 3. 500 WALL 34.708 8.094 1163 -487 ------------------------------------------------------------------------------- A2 35.000 3.500 WALL 0.000 8.094 1295 -476 A2 35.000 3. 500 WALL 34.708 8.094 1295 -476 ------------------------------------------------------------------------------- A3 20.625 3.500 WALL 0.000 8.094 774 -257 A3 20.625 3.500 WALL 20.333 8.094 752 -395 ------------------------------------------------------------------------------- A4 20.625 3.500 WALL 0.000 8.094 859 -322 A4 20.625 3.500 WALL 20.333 8.094 748 -360 ------------------------------------------------------------------------------- A5 20.625 3.500 WALL 0.000 8.094 859 -340 A5 20.625 3.500 WALL 20.333 8.094 748 -328 ------------------------------------------------------------------------------- A6 20.625 3.500 WALL 0.000 8.094 859 -348 A6 20.625 3.500 WALL 20.333 8.094 748 -307 ------------------------------------------------------------------------------- A7 35.000 3.500 WALL 0.000 8.094 678 -414 A7 35.000 3.500 WALL 20.333 8.094 1706 -498 A7 35.000 3.500 WALL 34.708 8.094 368 -286 ------------------------------------------------------------------------------ A8 35.000 3.500 WALL 0.000 8.094 686 -421 A8 35.000 3.500 WALL 20.333 8.094 1685 -509 A8 35.000 3.500 WALL 34.708 8.094 380 -287 ------------------------------------------------------------------------------- A9 35.000 3. 500 WALL 0.000 8.094 1341 -528 A9 35.000 3.500 WALL 20.333 8.094 2620 -1003 A9 35.000 3. 500 WALL 34. 708 8.094 350 -180 ------------------------------------------------------------------------------- Bl0 31.000 3.500 WALL 0.000 8.094 1228 -475 B10 31.000 3.500 WALL 30.708 8.094 1228 -452 ------------------------------------------------------------------------------ Bll 31. 000 3. 500 WALL 0.000 8.094 1228 -478 Bll 31.000 3.500 WALL 30.708 8.094 1228 -455 ------------------------------------------------------------------------------- 812 31.000 3.500 WALL 0.000 8.094 1228 -489 B12 31.000 3.500 WALL 30.708 8.094 1228 -466 ' --------------------- -- B13 31.000 3.500 WALL 0.000 8.094 1228 -499 B13 31.000 3.500 WALL 30.708 8.094 1228 -475 ------------------------------------------------------------------------------ B14 31.000 3.500 WALL 0.000 8.094 1228 -508 814 31.000 3. 500 WALL 30.708 8.094 1228 -484 ------------------------------------------------------------------------------- B15 31.000 3.500 WALL 0.000 8.094 1283 -769 B15 31.000 3.500 WALL 16.333 8.094 2317 -1157 815 31.000 3. 500 WALL 30.708 8.094 385 -180 ------------------------------------------------------------------------------- C16 21.042 3.500 WALL 0.000 8.094 450 -245 C16 21.042 3.500 WALL 14.375 8.094 1326 -463 C16 21.042 3.000 HUS26 20.792 8.094 175 -256 ------------------------------------------------------------------------------- C17 21.042 3. 500 WALL 0.000 8.094 635 -284 C17 21.042 80.000 WALL 14 .375 8.094 1003 -338 ------------------------------------------------------------------------------- D18 14 .625 3.500 WALL 0.000 8.094 541 -180 D18 14 .625 3.500 WALL 14 .333 8.094 541 -259 ------------------------------------------------------------------------------- D19 14 .625 3.500 WALL 0.000 8.094 541 -229 D19 14 .625 3.500 WALL 14.333 8.094 541 -241 ------------------------------------------------------------------------------- D20 14 .625 3.500 WALL 0.000 8.094 541 -226 D20 14.625 3.500 WALL 14.333 8.094 541 -237 ------------------------------------------------------------------------------- D21 14 .625 3.500 WALL 0.000 8.094 552 -180 D21 14 .625 3.500 WALL 14.333 8.094 530 -276 ------------------------------------------------------------------------------- E22 14 .667 3.500 WALL 0.000 8.094 630 -278 E22 14.667 3.500 WALL 14.375 8.094 537 -191 ------------------------------------------------------------------------------- G23 7.000 3.500 WALL 0.000 8.094 659 -296 G23 7.000 3.000 HUS26 6.750 8.094 506 -210 ------------------------------------------------------------------------------ EJ24 7.000 3.500 WALL 0.000 8.094 364 -180 EJ24 7.000 1.500 NAILED 7.000 8.094 73 -180 EJ24 7.000 1.500 NAILED 7.000 12.198 162 -180 ------------------------------------------------------------------------------- HJ25 D45 9.899 4.950 WALL 0.000 8.094 417 -404 HJ25 D45 9.899 1.500 NAILED 9.899 8.094 332 -209 HJ25 D45 9.899 1.500 NAILED 9.899 12.194 220 -286 ------------------------------------------------------------------------------- CJ26 2R 5.037 3.500 WALL 0.000 8.094 297 -180 CJ26 2R 5.037 1.500 NAILED 5.037 8.094 48 -180 CJ26 2R 5.037 1.500 NAILED 5.037 11.053 109 -180 ------------------------------------------------------------------------------- CJ27 2R 3.037 3.500 WALL 0.000 8.094 236 -180 CJ27 2R 3.037 1.500 NAILED 3.037 8.094 23 -180 CJ27 2R 3.037 1.500 NAILED 3.037 9.886 66 -180 ----------------------------------------------------------------------.--------- CJ28 2R 1.037 3.500 WALL 0.000 8.094 248 -220 CJ28 2R 1.037 1.500 NAILED 1.037 8.094 16 -180 CJ28 2R 1.037 1.500 NAILED 1.037 - 8.719 129 -180 ------------------------------------------------------------------------------- DOUBLESHEAR L1J5J HUS1H1g1JS1H GUS IOISTHAIVGERS These hangers have the higcest:oads of any face mount hangers! I I n A'f hangers n;his sexes have double shear nailing.This patented innovation distributes .Cad :'ao xr."s r'.�C.'.10,bt flan;Cr greater strer'gih.a:ii:C-liiC:js'rc 2 _ H fewer nails,fasier installation,and;he use of common nails for all connections. LUS—A;igr;::cty,915t ha gw:nth:he c':,est nstailed cost Speed rca,s .2cur- -.n_ 2 < LUS fcr easy nauing. UJI MUS—Provides intermeciate'ead-carrying capacity. HHUS and HGUS—Connect hea`nly eaded members. j+ MATERIAL:LUS-13 gauge.'-ili_25.33,210-16 gauge:HGUS-12 gouge. i all others-14 gauge. FINISH:Galvanized.Some products available in stainless steel or Z-LIAR,see Corrosion W--. p Resistance.page 6. INSTALLATION •Use all sp?c'fiPd fasteners SPP f_,?neral Notes. LUS2a •Nails must 9e driven at an angre through theyoist or truss into the"eater:o acn:e:e �Z a the table:oads. ° •Not designed for welded or nailer applications. 16d sinkers(9 gauge(31/4")may be used where 10d commons are spec fled:rt a no reduction in load.Where 16d commons are specified,100 commons or 16d sinkers(9 gauge x 31/:')may be used at 0.84 of the table load. a •With 3x carrying members.use 16d x 2M2"nails into the header and 16d commons s 4 into the joist with no load reduction.With 2x carrying members.use 10d x 11/2"nails Q into the header and 10d commons into thejoist,and reduce the load to 0.64 of the table value. OPTIONS:See Hanger Options.page 36. ` e CODES:BOCA.ICBO,SBCCI`los.NER-209.NER•413,NER-421,NER-499;Dade County,FL Nos.93.0828.8,93-0824.07(LUS,HUS.HGUS). o ' S HUS210 ° (HUS26,HUS28, ' and HHUS ° e ! similar) ' G ° • 1 , { 6 ° < • 1111� Y - o _°' ' a Double +i ' Shear Nailing (( ` HGUS28-2 U.S.Patents 4,291,996 Typical 6 F and 4.480,941 HUS Canada Patent 1,193,418 Installation 6 6. HUSC HUS26 With Reduced Heel Height c Concealed Flanges not available Doug-Fir LarcWSo.Pine Spruce-Pine-Fir s_ for HHUS and Model Min. Fasteners pllowahle Loads Allowable Loads '�. HUS2x) No. ,Height Carrying,Carried Uplift Fioor 7 Const I Wind Uplift;Floor IConst i Wind 0� Member,Mernber; (133) (100) (125) (133)I (133)i(100) (125) (133) 3X 6 16d 4-16d i 1135 1265 1580 t 1680 925 ( 10501 1315 1400 HUS26 3' 110-16d' 4-16d 1135 1800 1 2245 2390 L925 115101 1890 2010 q 4 14-16d 6-16d ` 1550.2565 3205 3315 1 1390 1 2155! 2540 2580'. 11111 3 e e 1 Typical HUS Installation with Reduced Heel Height 8 F. lot ►nY�„i i a7d t� �� ,Uy Nori IM 10 „tt t /ys43t g 07VVno Ski ftp ,p,1�1i1�1 'tel in�SMii -too Nl y � a�S3,tjtJ sy1 "- N Y11IS at ;Sid i ,""+►t�Y+Y)I eWG sit t91S 3 t 11�►�+Mott Vi SSpS! tlYl�� yN+ ttN11t� Vitt," /+� OH�� Sr,M,ri too t1 iA,''� p+w y N�N Y 1++ yy!►4M S7tS t Yt NSC �.� ►.� +�i Z�atrnn �1.r�ls++ Ma•bZ 31 DIMS + 7tlD1A131�X yN+�,at tNrNY��/YStNt do 31v1s ' Nye 0%1%,,*l yntNys►s°gtd d3ti SSng�' `� Q * � � L+ �6 1z ©3N+ 1,34 QDNty' Ct gga�agg t#2 g�va�g � 6LereOgeOtt "��t•a "a ere .egg 01006, 00 YQN y�Q :a�yg �+� j gaY Y xg ~ O � •`0' r�Qa Vol tlg 1g'ITY g A� • B o� l ' Y �aaxoaI sttvt o110 C • C {�tttd't �� YdQ ��0�3 vJyY awl 6g0 taaY g03 Ya MAMMA was 3p8 gy �< pJ� X �„ •11Vt1 yg QflogO��Yt�Q NO r� g x Qti10Y��gpN0 da �a .22 0 good ra a •a A0 gr? Yds rx x g'► t14aVIrOR g8 YSn�VS 66 r0 n`gtx' g Vg� ,�gNO gag 'gQYttO ted tK " rg to ri� g 0 gY a30YYC1a " ytpYt1t111R YQa X4 ,0 Q su{y ii�.t1A 1.a ryNOa "ttYY�SSOgy �,llv p3M 2t3s .gra, t xv�ag 'do ' NY uo� �xo�a 0 9 o aux s� is'ala Ns ii yYtiJ� gg!,114 d S%S* g0 N3X '1�0 QCtY dS aN�M Q S111y 0 V 3gY SSng�yOTt 09gla 0�t6 g0+1 Y21 'all d 'd�.� ov�� '6A �Xz u b�s��'' I Salk �O�Q ,QO Q3� 1 a. • ASCI; 7-93: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ,ENCLOSED, I = 1.05, EXPOSURE C WBRACE (1) IX4 l,' BRACE: • (1) 2x1 "L' BRACE • (2) 2X4 V BRACE •• (1) 2X6 "L' BRACE • (2) 2X6 7•"BRACE •• CABLE VERTICAL NO SPACING I SPECIES I GRADE--,, BRACES GROUP A GROUP B GROUP A GROUP 8 GROUP A GROUP 8 CROUP A GROUP B GROUP A GROUP 8 E ' MSTANDARD 3 7 0 3 9 6 7 4 7 7 8 9 0 0 11' 7" 11 11 13 0 11 0 BRACING CROUP SPECIES AND GRADES: �SPF 3 e 6 5 fi 5 7 2 7 2 9 0 0 p 11 1 11 1 3r 13 9 CROUP A:z i t30 b' 4 6 4 7 i 1 9 9' 0 0 1l 1 11 1 13' 9' 13 9 oil w Q 3 a 4' 7 4 7 9 1" B 1 6 2 B 2 0 e 9 e 12 11 12 11 - F!L' M- _ STANDARD L SND c n 1 3 11 0' 3 6. 8. 7 4 7' 11' B' 9' 9' 6" It* 7" 12' e' 3' 9' 14 0 S s 2 3 10 e 3 o a ? 4 7-11- 0 9 9 6 11 7 12 0 3 9" 14 0 3 3 0 6 0 ti e" 7 4 7 4 B 9 0 3 11 b it' 6 p 14 0 DOUG Rat SOUTHERN Inc N DFL STUD 3 0 b a 6 0 7 3 7 3 B 0 9 3 11 3 11 3 13 9" 14 0 U STUD STANDARD 3 7 4 9 4 9 8 3 0 9 6'— 0 6 p 9 0 0 13 x 13 2 STANDARD s AMOARo r--4 4 1 7 7 4 6 6 B e 10 1 10 4 13 3 13 7 4 0 14 0 E� U SPF 3 4 0 a 7 e 7 9 0 9 5� 10 1 10 1 13 3 13 3 0 4 0 H F STUD 4 0 0 7 9 7 0 6 6 6 10 1 10 1 13 3 13 3 14 0 4 0 CROUP B: Q 9 AND 4 0 6 0 6 8 7 e 7 e 10 1 10 1 11 0 11 b 14 0 4 0 _(Iy S P I 0 7 7 0 B 6 0 to'- 1 to' 1 13 3 1 0 0 14 0 {L—IiL—JJ 2 4 6 7 1 7 a B 6 0 1 10 f 10 1 13 3 14 0 14 14 0 W (0 3 4 3 e 9 8 9 0 5'— e' 11 10 1 10 7 13 3 13 11 14 0 14 0 •-( DFL STUD 4 3 0 9 e 9 0 6 8 l0 --10'1 10 7 13 3 13 9 14 0 14 0 DOUG B n -LARaL STANDARD 4 1 5 10 6 10 ? a 7 0 10 1 10 3 11 11 11 1 14 0. 14 0 L 1 C Cit 1 2 4 7 7 10 e 1 --i,3 0 8 11 1 it 6 14 0 14 0 14 0 14 0 2 SPF /3 4 6 7 0 7 e 9 3 9 3 11 1 11 1 f4 0 R 0 14 0 14 0 Q U H r+ STUD 4 6 7 7 7 9 3 9 3 11 1 11 1 14 0 14 0 14 0 14 0 p i' S 4 6 e 7 e r e e o e 11 1 11 ! t3 6 13 b 14 o f4 0 GABLE TRUSS DETAIL NOTES: 1 0 0 7 10 a 51 9 3 10 D 11 1 11 11 4 t! 0 14 0 14 0- 12 2 1 10 7 10 B 5 9 3 —10'0 11 1 --1'1 11 14 0 i! 0 14 0 14 0 LIVE LOAD DEFTZCYION CRITEIUA 13 L/240. CV Err 3 4 a 7 10 ? 10 9 3 9 B" 11 1 11 0 14 0 14 0 14 0 14 .0 pRovms uPUR coNNtrnoNS FOR too Ptr Ovrn DFL L 3 D 4 a 7 9 7 9 9 3 9 9 11 1 11 0 4 0 14 0 14 0 14 0 CONTINUOUS DURING (6 PO►TC DEAD LOAD). STANDARD 4 7 e a 0 0 O f 0 6 10 11 1 it 6 13 D 13 9 1 14 0 14 0 CABLE ID1D sU►roRrs WAD t11oM {' o' 1180 (� OUTLOOKIRS WITH c'0'OVERHANG.OR I2' ' PLYWOOD OVERHANG. f ATTACH EACH l."BRACE WITHHOA NAILS. ADIE TRUSS U4 it/E1( on DOCn1ER 0 FOD(U "L"MUM SPACE NAILS AT I'O.C. TION: 76" + +•E ND is'EZONES AND{'O.C. BMW !ONES. DIACONAL BRACE OPrAflGL LENGTH WAY OE FOR(R)l."BRACES: SPACE NAILS AT 3'O.C. Y DOUBLEA WINO( DIAGONAL IN H6'EMO ZONts AND 6'O.C. DET►QN ZONES. DIAGONAL BRACE►R 701 BE BRACE 13 USED. COOMM M EMBER UNORWNO TIL DE A MINIMUM Or s0a Or 100 AT EACH ENO. MAN 119 TOTAL LENGTH Is u•. ell GABLE VERTICAL PLATE SIZES a1 SP OR DF-L STUD r I NO STUCE R /0.Drr /1//s. H-r in 1s' • •THAN. 0 lX{ OR an LENGTH SHOWN on solumDIAGONAL M TA6tE ABOVE. DRACEI ONOIE OR L -l- GBL'U 1 0. OUT sX4 soVDtE CUT(As SHOWN) T"KAN IA AT UPPER OLD. RZA THAN 31,6 c c s ♦ REM TO COMMON TRUSS DESIGN FOR PEAK. SPLICE.AND HEEL PLATES. NN COECT DIAGONAL AT REFER TO CHART ABOVE,FOR,MAX GABLE VERTICAL LENGTH, MIDPOINT OF VERTICAL IED. THIS DRAWING REPLACES DRAWING A10015E -VARNING-- MU531.3 REWIRE ENI CME CARE IN FATRICAIING.HANDLING. SHIPPING. INSTALLING REF ASCE—CA©100_15 ANO 6NACIM REFER ID HN119-R91 (HANDLING INSSpTALLING AND ➢RACING).PUDLISNED 6Y TPI (TRUSS PRIOPLATR �0 PCRruRmING ESE riuNcyl SU1fUNLESS O1CRV1[I INDICATED. OP G1 pRSHAIICNAVE Py (1.)CF�1 C PROPERLY ATTACHED STRUCTURAL PANELS AND NOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID `�,•Fi.P 7l;Y DATE 0G ZJ 99 CEILING. --I1IPORIAN7-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTER. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS '•4 No'1 '`,N DRUG A10015EN0699 DCSIGNR ANY FAILURE TO BUILD THE TRUSSES IN Cowu RNANCE WIN TPb OR FABRICATING, �� O HANDLING. SHIPPING.INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VI1H APPLICABLE RAY -ENG PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIAIINN AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASIN A653 GR40 GALV. STEEL SAT�ATE MAX TOT. I.D. 60 PSF XCEPT AS NOTED. APPLY a�fpoµoO�Clan 10 EACH FACE ON IRIS$ AND,UNLESS OTHERWISE LOCATED ON �'••,;Rp�•Oil�'•'• IHii DESIGN. POSITION CONNECT PER ppAVINGS 160 A-Z. THE SEAL IN 1Nlf GRAVING INDICATES "�..... ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT RESIGN SHOWN. TNE SUITABILITY AND USE OF 114IS COW00ENT FOR ANY PARTICLLAR WILDINGit RESPON 'It'TV GE INE ANSI/IPI I-i"s SECIIGM P- MAX SPADING 24.0' Back to Gable Index CONVENTIONALLY FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2x6 OR LARGER SP #2 OR SPF #1/12 RIDGE RAFTER TRUSSES AT 24" OC NOTE: THAT OF VA LEYD MUTAFTER O RE OF LESS SIZE THAN NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS (B), (C) MAX HEIGHT WITH LX4 "T" BRACE IS 9'-10": RIDGE (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN IX4 "T" BRACE TO CRIPPLE WITH 8d BOX (0,113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d SOX (0.136" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" Q.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. COMMON TRUSSES AT 24" OC (3) l6d BOX NAILS, {3) 16d BOX (2) ISE! BOX NAILS, TOE-NAILED THRU TOE-NAILED (2) 18d BOX NAILS, NAILS, TOE-NAILED CRIPPLE INTO RIDGE BOARD E-NAILED '(D) {3} 1I3d BOX NAILS (A) {D} (3) 16d BOX NAILS RATED (A) {C) (B SHEATHING {C} 'O" TY {B} (3) 16d BOX GIRDER NAIL'S, TOE-NAILED 1L} 16d SOX NAILS, TOE-NAILED (TYPICAL) SUPP9.RTINO TRUSSES fiRU88 78'dP CH eDs%E T ECL)TO AT 24 OC MAX SPACING IIZ 18d BOX NAILS, TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV N •w N MINTING.HAN OHI NG CALL NG " ANB MACENG R fCR tO HI@-4f (NANT@ ANG}NSIALLING AND TNFACiNG),PUKiStKl,1Y tPi S,,, 1C LL 30 30 40 PSF REF CONV. VALLEY AtC l!NSt((tOTt�313 TY R10 DRQ�tytE Mo.HADISON,VL S?t I4)fTBk SAFETY PRACTICES 4t •• fij RfORt Tp PCR/DTNItIG tNCStUNCtHRiS. UNLESS p1tERViSC iNDlCA1CO3 ipP Clipft8 StNii IAVCQ¢�1�'lC�j'I� �� jj� `�[] 15 7 PSF DATE �� ROPCRLY ATTACHED STI)UC URAL PANELS AND 1pf Di CINIRD StW.L HAYS A PROPERLY ATtACHED ROGIE cnfNG •#IFPORTANTvv.FURNIS14 A COPY OF THIS DESIGN Tp THE INSIALLAIION CONTRACitN. �'Na �`': ALC Dl I(} 10 10 PSF pRWG VALC4NVf"t?6J9 PINE iNGINECRED PRODUCTS.INC,IFCSHALL NOT BE RESPDISIDLE FOR ANY DEVIAmN rpm THIS �i ,� tK$IGN;ANY FAILURE tO WILD THE TRUSSES IN CIN URNANCE VITH IPI;OR FABRICATING, • tIANDLING. SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN COW R14S ViTH APPLICABLE JC LL 0 0 0 PSF -ENG }+II II ICAIz ePOVISIONS OR NDS INA111NAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ��p'� STATE QF µPCR ASSOCIATION)AND TPF.ALPINE CDOCC109S ARE HAM OF MA ASiN A633 GR40 GALV. STECL W� T TaT.ID. 60 55 57 PSF %CCPT AS MCD. APPLY COINEVORS TO EAGI FACE D" iRUIS AND,UNLESS OTHERWISE LpCAt[DCN IRIS DESIGN POSt1ION COWCTORS PER DRAVINGS 160 A-1. THE SEAL ON THIS BRAVING lNDICA)ES DUR.I AG.l.26/1.3a 1.15 1.15 ACCEPTANCE OF PROFESSIONAL ENGINEERING RCSPONS111.IIY SOLELY FOR tFE TRUSS topow"I DESIGN it". THE SMIA11L rY AND USE OF THIS CIRIPONEw FOR ANY PARucuLAR WtL01NG SPACING SEE ABOVE S T E P D O W N CORNER SET #'z HIP OR CCMMOIT TRUSS TOP CHORD 2X4 SO. PINE 2 N. SEE TABLE BELOW FOR HIPJACK GRADE 2, TYP• #1 HIP TRUSS BOT CHORD 2X4 SO. PINE 2 N WEBS 2X4 SO. PINE 3 7' J5 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL MAX HIPJACK SOFFIT WEIGHT CORNER SET 5 J3 OVERHANG OVERHANG LENGTH*** LENGTH*** 2 PSF 10 PSF SETBACK 3' J 1 1-06-00 2-01-07 12 N #2 N 7' 0" 0 1-09-00 2-05-11 #2 W2 DENSE OR 1 N ' 1' 2-00-00 2-09-15 #1 #2 DENSE J1 J3 J5 J7 J7 J7 J7 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. *** J UPLIFT: 350{ 200# LOC: + ++ UPLIPLJ FT BASED ON 10.0 PSF TOTAL DEAD ,LOAD. WIND SPEED=110 (100) MPH. MEAN HGT=17,5 (30.0) FT. ENCLOSED. (SBC) *** 1' 3' 5' 7' 2 TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 680# 430# +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BRG LOC: + ++ BOTTOM OF VERTICAL. USE W3X4 AT TOP UPLIFT BASED ON 10,0 PSF TOTAL DEAD LOAD. WINDOF VERTICAL AND DIACONAL WEB. SPEED=120 MPH. MEAN HGT=22.6 FT. ENCLOSED. (SBC) * (2) 16d TOENAILS J1 J3 HJ *s (3) 16d TOENAILS J5 ww ww J7 wt 9.00 12 w .112 W2x4 6© 4.24 ALTERNATE LOADING W2x4 1F2x5 i W3x4 TCLL 20 PSF w*S01uPsox TCDL 20 MAX PSF ++ w * * w + +++ 3/4' - - TIIJA26 BCDL 10 PSF "O-.n. 50 MAX PSF 1. 3' 5• 7' *#• 9-10-13 OVER 2 SUPPORTS LDUR.FAC. 1.25 R+403/, X.3.60- R�8b2/,W-3.50' END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC 11795029 WVVARN1NG-• TRUSSES ME EXTREIE CARE IN FABRICATING.HANDLING, SHIPPING, INSTALLING ,��RP� TC LL 30 MAX PSF REF 7' STBK CS AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND➢RACING), PUBLISHED BY TPI RIRUSS PRIOR TOSPERFTORMING �fIUNCTIONS ilUNLESS 07HERVISE.INDICIATED FOR SAFETY CHORD SHALLEHAVE ��tl�'ICgr f ITC DL 15 MAX PSF DATE 06/25/99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SWILL HAVE A PROPERLY ATTACHOD RIGID ;4 �•• CEILING. "vINPORIANTw-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CCNIPACTUR. BC DL 1 O PSF DRWG CS7SBK3A0699 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH1S •' •;• DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1i OR FABRICATING, V HANDLING. SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE al BC LL 0 PSF -ENG SJP KAR PROVISIONS OF NDS (NATIONAL DESIGN SPECIfiCA/10N PUBLISHED BY THE AMERICAN FOREST AND STATE PAPER ASSMIATION)AND TPI. ALPINE C 4NECIORS ARE MADE (IF20GA ASTM A653 GR40 GALV.STEEL R TOT.LD. 55 MAXPSF EXCCPI AS NOTED. APPLY CONNECTORS TO EACH FALL or TRUSS AND.UNLESS OTMCRVISE LOCATED ON �'••.. )00 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAVING INDICATES DUR.FAC. ].33 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Or THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING SEE ABOVE (7760-BESTCON - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. 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. W5X5 W5X5 W2.5X4 W2.5X4 W2.5X4 7 r 7 (A) (A) W2.5X4(Dl) 0-0-4 t �8-1-2 W5X7= W3X5(Al) I 19-6-0 I 15-6-0 J IE 35-0-0 Over 2 Supports J R=333 PLF U=202 PLF W=4-3-8 R=1163 U=487 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI 95 Design Criteria: TPI ("fD 19.5a QTY FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, 6UIPdING, TNS T AILING AND T C L L 2 0 0 P S F R E F R 2 3 5- -49955 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED B'' TIT (T R UCs PLATE INSTITUTE. 583 D'ONOFRIO S. ' SUITE 200, MADISON, WI 53719). FGR SAFETY PRACTICES PRION TJ MI. T C D L 7.0 P S F DATE 06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND[C ATED, TOP CHORD SHAL:. HA.E PROPERLY ATTi.CHEO ,y 0poI, A� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fir- `G�• ;'7��'�" *IMPORTANT" FURNISH A COPY OF THIS CIE SIGN TO THE INSTALLATION CONT;q!:TO,.. ALP INt iKuINIERE�; .•j' I - �/ BC DL 10.0 PSF DRW HCUSR235 OT178211 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN 1' DEVIATION FROM THIS DC�IGN� ANI' FI.ILUR'. TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, StiIPINJ, lNSIAL:ING TND t V /(( �� B C L L 0.0 P S F HC-ENG /MMA ALPINE BRACING OF TRUSSES HIS OE SIf,N CONF URMS WITH APPLICABLE PROVISIONS OF 'uS (I.ATiJH AI ILI I ♦ji n .+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCI ATiON) AND Til. AI.PIME CONNECTORS ARE MADE Of 2OGA ASTM A653 GR40 f,ALV. STEEL, EXCEPT AS NOTED. APPIY f,UNNLCIORS TO I fJ S h(Nc T 0 T.L D. 3 7.0 P S F S E A N - 5476 EACH FACE OF TRUSS, AND ONL ESS OTHERWISE LO OC ATE ON THIS OE SIGN, POSITION CONNECIONS PEP :,��''� a Vr `I� F1 RESPONSIBILITY SIBIDRAWL GS 60I TY SOLELYTHE FOR yEAL ON THE TRUSS USSICOMPOE NT DESIGN IGH TES SHOWNrf PTATHE OSUITAB SUITABILITY UElOFf 1NIS OR`OP•��v D U R•FAC• 1.2 5 FROM R C T Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER %- City,City,FL 33844 ANSI/TPT 1 1995 SECTION 2. oRE�EN� SPACING 24.0" (7760-BESTCON - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5= W2.5X4 W2.5X4 7 r —� 7 W5X4% W 5 X 4 (A) (A) 8 1-2 W3X5(Al) - W2.5X4 = W5X7= W2.5X4 = W3X5 (Al) L 17-6-0 I 17-6-0 I �F 35-0-0 Over 2 Supports R=1295 U=476 W=3.5" R=1295 U=476 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19.5a QTY:4 FL/-/4/-/E/-/- Scale =.1875" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SH:rPING, INP.TAL LING AND BRACING. REFER TO H16 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY ?PI ITROSS PL ATI T C L L 20.0 P S F R E F R235-49956 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 537]9), FOR SAFETY PRACTICES PRIOR iO TC DL 7.0 P S F DATE 06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE IROPF.IT, ATTACHED r ~� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII-LNG. -•..• _1 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CON TRACEOR. ALPINE ENGIWELCED V �/j/ BC DL 10 O P S F D R W HCUSR235 0II78212 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR 0" THIS DES iSN; .ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH I PP NG, I"IAL L'40 ASD! �.�• l BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONnL J T',N f .CCI - ��: B C L L 0.0 PSF H C-E N G /MMA 'r SPECIFIC ATIUN PUBLISHED BY THE AMERICAN FOREST AND PAPER A<_SDCI ATION) AND iPl AI.F1 wC 7 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EA CEP AS NOTED. RPP LY C-N14ECTURS 10 ^C =¢ T 0 T.L D 37.0 P S F S E Q N - 5481 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CDNNECTOR �T t,�F+ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA;. FNGiY,EE'::NG �^ • /C P��v7 D U R.FAC. 1.25 FR0M R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND NS_ OF THTS �: ��R1Q•• !!! Alpine Engineered Products,Inc. OMPO SENT FOR ANY PARTICULAR BUILDING IS THE RE SPONSIB II ITY OF THE BUILDING DESIGNER, PER �1� �� HamesCiTy,Fl, 33844 ANSI�TPI 1 1995 SECTION 2. t„ REp ENS' SPACING 24.0" (7760-BESTCON - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.9 TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= W2.5X4 —1 7 W2.5X4 7 F— W5X4% (A) A) 1 8-8 15 8-1-2 W2X4(A1) = W5X4= W3X7 = W2X5III (, 17-6-0 I 3-1-8 J rQii 20-7-8 Over 2 Supports R=774 U=257 W=3.5" R=752 U=395 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (SID) 19.5a OTY:5 FL 4 E - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R235--49957 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ?TATE INSTITUTE, 583 O'0NDFRIO DR.. BE TE 200, MADISON, WI 53719), POR SAFETf PRACTICES PR101, lil PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAKE PROPERLY ATTACHED N."ft T C D L 7.O P S F DATE O 6/2 7/O l STRUCTURAL PANEL J, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE t'�TOG. �—.•••� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CO NTP.qf,T 0,2. ALPINt ENGl r.F ER'.G BC DL 10.0 PSF DRW HCUSR235 011.78213 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DcI1GN' AN'. FAILURE TG BUILD THE TRUSSES IN CONFORMANf,E WITH TPI; OR FABRICATING, HANDLING, SI;IP?ING, 1/STASLENG 0.N0r(P B C L L 0.0 P S F H C-ENG /M M A ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLL PROVISIONS OF NDS (YATIOPM. DES'CN J ry SPECIFICATION PUBLISHED 8'f THE AMERICAN FOREST AND PAP Eft ASSOCTAT]ON) AND TI'7. ALPINE _ • CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APF'' CONNECIGRS TO = T 0 T.L D. 3 7.0 P S F S E Q N - 5485 EACH FACE OF TRUSS, AND UNLESS OTHER W[SE LOCATED ON THIS DESIGN, POSITION CONNECT,iRj PER p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES AC.CEP TANCE OF PROFESSIONAL EV:li-EFRING 3�C • �`••^.• �. �(Vw D U R.F A C 1 .2 5 FROM R C T p/i1C ED Iwered Products,Inc. RESPONSIBILITY SOL EI_Y FOR THE TRUSS COMPONENT DESIGN SHOWN, iHf SU ITABILI7Y AND USF OF THIS 7 SVA c omlo•(••� --1 FI.Eing Ay,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PLR 'ET�RFD ENG` SPACING 2 A .0" ANSI/TPI 1-1955 SECTION 2. STC CP �-F (7760-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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80*4 LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W4X4= 144X4= W 3 X 4 7 W2,5X4 4i 7 F— W5X4 (A) ( ) 8-8-15 8-1-2 142X5(Al) W5X4= W2.5X4 = W2X5 III W3X4= I-6-0 (, 17-0-0 Ij0012-7-8 I fE 20-7-8 Over 2 Supports R=859 U=322 W=3.5" R=748 U=360 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI (STO 19.5a QTY:l FL 4 E - - Scale =.25" Ft. —WARNING WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLINF, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-49958 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IR�SS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), F0N SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 06127101 PERFORMING THESE FUNC'T IONS. UNLESS OTHERWISE INDICATED, TOP L'H DYn SHALL HA'JF PROPERLY ATTACHED u��T STRUCTURAL PANELS, 8UTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIL CE1'_14G; **IMPORTANT'* FURNISH A COPY OF THIS DE SIGN TO THE INSTALLATION COY TRACTOR. ALPINE ENGINEERED �'�� ' 8 G D L 10.0 P$F D R W HCUSR235 01I78214 PROOUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM iHI SDESI:N; ANY FAILURE TC •••• l•. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HAN DLIWC, S"[PP(Nl;, ;NS',Ni!.ING AVD + .V ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR0 ISItiq$ Cf NDS (NA I^.Wnf OF Ir,r; _{ BC LL 0.0 PSF HC ENG /MMA _ roan SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) P,ND TPi-. RI PINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTEL, APPLY CONNECTOR, TO ��' �� zQ� T 0 T.L D. 37.0 P S F S E Q N - 5488 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSfTION CP N.c EC TORS P.R •� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING 1401CATES ACCEPTANCE OF PROLISSICIA, ENGINEERING �/S:'O[QR10P'�4. D U R.FAC. 1.25 FR0M R C T RESP ON SIB i(ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANC USE OF THIS �pmC E'llgmCPTCQ P1'OdllCtS,IttC. COMPGNE NI FOR ANY PARTICULAR BU[LD INC, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •• �� Hames City,FL 33844 ANSI/TPI 1-1995 SECTION 2. '�.r*,R�D E SPACING 24.0„ (7760-BESTCON - A5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X4= Wl.5X3 III T2 W2.5X4 7 r (A) (A) 8-8-15 (A) 8-1-2 W2X4(A1) W5X4= W2.5X4 = 144X5(R) III 14 6 D_f 15-0-0 I_ 5-7-8 J 204-8 Over 2 Supports R=859 U=340 W=3.5" R=748 U=328 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, SH'PPINU, INSTALLING AND T C L L 20.0 P S F R E F R235-49959 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLIShED BY TNI (TRUSS PLATE INSTITUTE, 583 O'ONOFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFrTY PR ]TICES PRIOR TD •�y,Mr T C D L 7.0 P S F D A T E 06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT'AtHFO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C.E]•ING. '*IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CON IRAl.TOR. Al PI NE ENG'.NEERED BC DL 10.0 PSF DRW HCUSR235 01178215 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IHSS. DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: DR FABRICATING, HANDLING. THIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS N-S INATIINAL D6>IGN i*Jon BC LL 0.0 P S F HC-ENG /M M A ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN' TPI. ALLINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL,.EXCEPT AS NOTED. APPLY "gNNECTORS 7j 2 y TE �Q. T 0 T.L D. 37.0 P S F S E A N - 5491 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CCNNECTORS YER i fi DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUFFSSiO',.ALEN.CINEER�N, 'V ' F[�RIOP,.=•t D U R.FAC. 1.2 5 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[T AB[Li TY AND US'_ "F I' �• V •'•. �� Alpine Engineered Products,Inc. '� 6 Haines City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESi',;i�ER, PER " ANSI/TPI 1-1995 SECTION 2. �RED N SPACING 24.0 (7760-BESTCON - A6 ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= W2.5X4 W2.5X4 7r 7-11-5 8-1-2 W1.5X3 III W5X7= W2X5 III W2X5(A1) II 6-O I 13-0-0 _I 7-7-8 –1 20-7-8 Over 2 Supports J R=859 U=348 W=3.5" R=748 U=307 W=3.5" PLT TYP. Wave TPI-95 Design Criteria : TPI (STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SYIPPING, INSTALLING AND T C L L 20.D P S F R E F R235-49960 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACT.CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACOEL c �Qf. TC DL 7.0 P S F DATE 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIG CE ILIN;, 4 4`�...:•�7/� '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT TOk. ALf'I k,E cN61N[LRED ( 4iF� BC DL 10.0 PSF DRW HCUSR235 01178216 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �•��• �•�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPFIN:,, INS.T AL1 INfi AND + ••ri ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NPS (NAT'ONA' DFSI N = t X fl =* B C L L 0.0 PSF F H C E N G /MM A SPECIFICAI'I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND sPI. A`.PINL 2 CON NECTGRS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLS COPN-f TOPS TC I t 9 �• T 0 T.L D. 3 7.0 P S F S E A N - 5494 EACH FACE 0 7R USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONht CIORS PER L ^- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL fiVGIN=ERIM1U �,�/-A:�� p_!OP'a� D U R.F A C. 1.25 FR0M R C T Alpine Engineered Products,lnC. RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE TNIS 4 J n'• C\` Hames C1ty,FL 33844 OMPONENT FOR ANY PARTICULAR BOLUSING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, FCR ,,AED E� S P A C I N G 24.0" ANSI/TPI 1-1995 SECTION 2. wn• •• (7760-BESTCON - A7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.® y TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L1240.00 LIVE AND L/180,00 TOTAL LOAD. GRADE OR BETTER, ATTACH WITH 8d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 = W2.5X4 = W2.5X4 = W5X5 W2.5X4 7 W1.5X3 7 I— (A) i 5 W5X6(R) III 58-1-2 '— W3X7� 1 2 W2.5X4(A1) = W5X7 = W5X6= W2.5X4(A1) [1-6-01_ 20-5-12 —I L L. 11-0-0 I 13-0-0 _I 11-0-0 �I 20-7-8 r 7-0-8 7-4-0 'E 35-0-0 Over 3 Supports J R=678 U=414 W=3.5" R=1706 U=498 W=3.5" R=368 U=286 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD` _ 19.58 OTY:1 FL/-/4/-/E/-/- Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 2 3 5--49961 BRACING. REFER TO HIB-51 (HAND[ING INSTALLING AND BRACING)NGT, PUBLISHED B'% TOT (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY, PRACTICES PRIOR. TO T C D L 7.0 P S F DATE 06127101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70F CHORD :HALE NAME PA DPFRLY ATTACHEDV`� ,t, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEI;.IYG. V4 N1� p `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IN SI ALLATION CONTRALTO- ALPINE tNdIHEERt' ••t'Ff �` BC DL 1D.0 PSF DRW HCH$R235 0II7B2I7 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN•, Al, FAILURE TO . �� P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHI7PIN6, INSTA',l1NG A{:D E— ALPINE BRACING OF TRUSSES. THtS DESIGN CONFORMS WITH APPt ETC PROVISIONS OF NOS (kATiOPAL "Fl?T N' y Ull B C L L P S F H C-ENG /MMA SPECIE CAI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T{'1. AL P.i'E CGNNECT0 S AAE MADE OF 2DGA ASTM A653 GR 40 6AI.V. STEEL, E%CEPT AS NOTED. APF!', CONNECTORS TO I =9 ^C �Q TOT.LD. 37,Q PSF SEl(N 5497 EACH FACE GF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC TodS PEP DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENo.kEERING -yin• ptQ�.•�v DIIf1-FAC- 1.25 F R G M RCT A 1pin;aEne incered PIOdUCIS,Inc. RESPONSIB LL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY .AND V.E n, T;IIS }V rt_ ��{{{"' UTl HauLaS City,Fl, 33844 COMPONENT FOR F 1995N ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (7760-BESTCON - A8 ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W2.5X4 W5X6= W2.5X4 = W2.5X4 = W5X5 = W 1.5 X 3 7 r— (A) --1 7 J 5 W5X6(R) III 5 '— W3X78-1-2 W2.5X4(A1) - W5X5= W2.5X4 = W5X6= W2.5X4(Al) L_6°IE _1 I 20-5-12 9-0-0 I 17-0-0 _I_ 9-0-0 200-8 T 7-0-8 T 7-4-0 fE 35-0-0 Over 3 Supports R=686 U=421 W=3.5" R=1685 U=509 W=3.5" R=380 U=287 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875'' Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235- -49962 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TYI (TRUSS PLATE INSTITUTE, 583DO DR., SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICLS PRIOR FO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HOE'JROPERLY ATTACHED �1 TC DL 7.0 P S F DATE 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.- VV.•'• � **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EWGIMEFWED BC D L 10.0 P S F D R W HCUSR235 01178218 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '�<<y� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, :NSIJLLING AND V B C L L 0.0 P$F H C-ENG /MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS ;NAI'UNnL f[SIGN r •1�IT •. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE n� �Q� T O T.L D. 37.0 P S F S E A N - 5500 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY �,PNNEC FORS TJ II A lT EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTCRS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE'=r;ING =Cis C OR1�P'�� D U R.FAC. 1.2 5 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND I;SE OF THIS 4, pc G� ITfliIIC3 City,IZ 33844 COHPO NE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �'C•Iy"•C SPACING 2 A O„ ANSI/TPI 1-1995 SECTION 2. W.—N o 4 (7760-BESTCON - A9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. w TOP CHORD 2x4 SP #2 100 MPH WIND, 10.06 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.50 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 20.48 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TC From 54 PLF at 20.48 to 54 PLF at 36.50 BC From 20 PLF at 0.00 to 20 PLF at 7.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 44 PLF at 7.00 to 44 PLF at 20.48 BC From 20 PLF at 20.48 to 20 PLF at 35.00 BC 445 LB Conc. Load at 7.00 W5X6 = W2.5X4 = W5X5= W3X4= W5X5 7 r (A) 1 7 W55X5 7- 5 5 8-1-2 W1.5X4 III W5X5= W3X5= W5X7 = W2.5X4(A1) a W3X5(Al) 11-6-01_ 20-5-12 I 7-0-0 I 21-0-0 7-0-0 _I 20-7-8 T 7-0-8 7-4-0 35-0-0 Over 3 Supports J I R=1341 U=528 W=3.5" R=2620 U=1003 W=3.5" R=350 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria- TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIFPING, INSTALLING AND T C L L 20.0 P S F R E F R235--49963 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI !?ROSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR ED ..wLy TC DL 7.0 P S F DATE 06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL Ilr':E PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI61D CE II INS. `•IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT Up. ALPINE ENGINEERED. ��`TFT BC DL 10.0 P S F D R W HCUSR235 01178219 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES:UN; ANY FAILORE TO 4 ` •� ALPINE BUILD THE TRUSSES IN CONFORMANCE W[TH TEL OR FABRICATING, HANDLING, SNI P1' NG, INSTALL'NG AND B C L L 0.0 P S F HC-ENG /MM A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISI DNS OF NOS !NAT k�1N nL JFStf�: + '=Tull •� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINC •+ fONNECT 0RS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPL\ �;I MNEC COftS IJ Z A�• M ne S� T T.L D. 3 7.0 P S F S E A N - 5503 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO StTION CO NN EC TUR'. PL( L �7' Vr DRAWINGS 160 A Z. THE SEAL lON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGiKr9-NG =C�' icPr;'� DOR.FAC. 1.25 FROM RCT .41IPIllFIeunlCgSll�CCrC(I PIOd11ity,FL g44,I[1C. COMPONENTIFORYANYSOLELY P AR TIf.UL ARTHE B UILDINGUSS OMSONHE TR DESIGN E SPONSIB ILW N'7 OF THE BUILDBNGITY AND DESIGNER,L PER TNI- 'ttiLfEo SPACING SEE ABOVE ANSI/TPI 1-1995 SECTION 2. '4y ` J (7760-BESTCON - B10 ) 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 BOT CHORD 2x4 SP #2 :B4, B5 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W9, W10 2x4 SP #2: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.36" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X3 III W4X5(R) III W1.5X3 III W2.5X4 W 5 X 9 7 F— --1 7 W3X7 (A (A) W2X4� 10 (A) W9 W7X6 W5X7 = W3X4= J 5 B4 B55 L — 5 5 L— 8-1-2 W3X8(A1) WH12 _ W5X9= W3X8(Al) 1L6-Oi11 1 15-6-0 _L_ 15-6-0 31 3-5-14 T 9-7-11 T 3-5 la T 7-0-8 T 7-4-0 1 31-0-0 Over 2 Supports R=1228 U=475 W=3.5" R=1228 U=452 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL/-/4/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPIt,G, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRL;S PLATE TC L L 20.0 P S F R E F R235--49964 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR:OR TG �M��yMr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP CHORD SHALL HAVE PROPERLY ATTACHED ,./^,-1 V�w� TC DL 7.0 P S F DATE 06127101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FJ�' zq- � _IMPCRTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIELRcJ �j�F� ' B C D L 1 0.0 P S F D R W HCUSR235 01178220 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAIL1IRE TO � r';� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. II.SIAL,ING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT UFSr'N BC LL 0.0 P S F HC-ENG /MMA SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. REPINE F� TOT.L D. 3 7.0 P S F S E Q N - 5509 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECT J^S. i0 =A'. EACH FA NILETO S.f� UR AWING SE160 TR SS. AT DE USE AL SO N TTHIWIDR AWINGTI NDIOCATE!SACD'CE PT0.NCE UOF ITT PROFE SSNONALRENPINtER[IiG ��/�1''• L pgiOP��ti� OUR FAC. 1.25 FROM RCT Alpine E'ngineeCed Products,Inc RESPONSIBILITY SOLELY FOR THE TRUSS CUMPONENT DESIGN SHOWN. THE SUITABILITY AND JSF OF 1HIc '1� •• Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER % RED ENV SPACING 2 4.0" ANSI/TPI 11995 SECTION 2. 'y'I'.w�� N (7760-BESTCON - Bll ) 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 BOT CHORD 2x4 SP #2 :65 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W9 2x4 SP #2: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.31" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4 W5X4= W 6 X 6 0� W2.5X4 W1.5X3 III 7 r W 1 7 W 3 X 7% (A) W2X4 J W5X7 = W3X4 5 W6X10 = B55 5 5 U— 1 2 W3X8(Al) W5X8= W4X5(R) III W3X8(A1) 1�� 1 1-0-0 15-0-0 _I (� 3-5-14 �( 15907011 �- 3-5-14 I`T 7-0-8 I 7-4-0 31-0-0 Over 2 Supports R=1228 U=478 W=3.5" R=1228 U=455 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 4 E - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235-49965 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 9Y TPI (TRUSS rLATF INSTITUTE, 583 U'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES Pk]GR f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP CHORD SHAL,- HAVE PROPERLY ATTACHED 0 TC DL 7.0 P S F DATE 0 6/2 7/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID f.E ILING. ��• 1, *-'IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACTJR. ALPINE ENGINEERID V /f/ BC DL 10.0 P S F D R W HCUSR235 0I178221 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DFS IG t'.; AHY FAILURE TO �� BUIL THE TRUSSES IN CONFORMANCE WITH TPI: OR FABR ICAI[NG, HANDLING. SHIPP IN;, CNST AF LIyf 'n ND •• 1�`� r E'; BC LL 0.0 PSF HC ENG /MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS CNATIU;i AL 1,-,,GN = • d SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL;-N, i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. PPL f,ONNECTORS TO C ^^CC = TOT.L D. 3 7.0 P S F S E Q N - 5512 EACH FACE OF TRUSS, AND UNLESS i1THERWISE LOL'ATED ON THIS DESIGN, PUSITCON CUNNLCiJRE PFR l!�" tQ .z DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL tNGI:,EERLL CDUR.FAC. 1.25 FROM RCT AlpineEngineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANOU ` CF �_�s ��R... ltames Clty,d 33844 COMPONENT FOR ANY PARTICULAR BUITOING IS IHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER t� RED' SPACING 2 4.O" ANSI/TPI 1-1995 SECTION 2. (7760-BESTCON - B12 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T3 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :B5 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W7 2x4 SP #2: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.35" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS 1-/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7 = W8X8(R) 111 W5X6(R) W1.5X3 III W W1.5X3 III 7 r (A) T 7 W2X4 J 5 5 5 W6X10 = B5L J = 5 L �8-1-2 W5X14 W3X8(A1) 5- W5X12 - W4X5(R) III W3X8(Al) 1�•�.D1 1�� 13-0-0 _ 5-0-0 _I_ 13-0-0 _I 3-5-14 r 9-7-11 T 3-5-14 T 7-0-8 T 7-4-0 31-0-0 Over 2 Supports J R=1228 U=489 W=3.5" R=1228 U=466 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAND!.INS. FHIPPING, INSTALLING ANC T C L L 20.0 P S F R E F R235--49966 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUE- PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P't LR FGPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLI ATTACHED �~� TC DL 7.0 P S F DATE 06127101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CETLINA "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CO!'TRPCTOR. ALPINE LNGINF'RED � `•'..... BC DL 10.0 PSF DRW FIC USR235 01178222 BUIL OODCTHE TRUSSE SAIN CONF OR MANCEOW[THL TP1oROft AN FAB RICDEV ATINOGN 1A NOL TNGS DHtf""ING,AINN STALLINf FAILURE'] BC D �� `` I� A L P I N E BRACING OF TRUSSES HIS DEIGN CONFORMS WITH APPLICABLE PROVISIONS NUL HAL J€,iGN1I1 1_ C L L Q.0 P S F H C E N G /M M A SPECIFICATION PUBLISHED BY THESA MERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. 11-PI NE _ �( OZ ;i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTEU, AP^LY CONNECTORS T's =A: ^C T 0 T.L D. 37.0 P S F S E Q N - 5514 EACH FACE OF TR OSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST TION CO;+NI TE{/� tQ�F+ DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PA O}I`SIONA, 'A INEERING � �L` j i D U R.FAC. 1.2 5 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ;,NO usE OF THIS i'is;••.1006t*' : to �l@PP Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 HamesClTy,FL 33844 ANS17TP1 I-1995 SE CTIDN 2. AEDEN�' SPACING 24.0" (7760-BESTCON - B13 } 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 BOT CHORD 2x4 SP #2 :B1, B5 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W10 2x4 SP #2: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.34" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. (A) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. W5X6 = W3X7 = W4X5 (R) W5X8 W3X7/ W2X4; 7 r (B) 7 (A) W7X6 W5X7 = W3X5= J 5 B55 L- 15 B'15 5 E_ W 3 X 12 � 8-1-2 W3X8(Al) W4X5(R) 111 W3X4= W3X8(Al) 110 ILS 3-5-14 ( 11-0-0 _�, 9-0-0 _fir 11-0-0 9-7-11 T 3 5-17-7- 7-0-8 T 7 4 0 L- 31-0-0 Over 2 Supports 33-1 R=1228 U=499 W=3.5" R=1228 U=475 W=3.5" PLT TYP. Wave TPI-95 Design Criteria• .TPI STD 19.5a QTY:1 FL 4 E Scale =.1875" Ft. '*WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P J F R E F R235- -49967 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING)., PUBIiF4ED BY TPI (TNC65 'LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 5371:9), FGR SAFETY F A.:TICFS PHIPR TO �---Mr T C D L 7.0 P S F DATE 06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TCP �HOftD SHALL HAVEPR Of F R L Y ALL"C HF7 G ue STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTrCH,.D R1GIG Cl I1_ING. ��L„• 7�� p **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE 1NSTA,LATION C(.NT'ACIOB. AT.INF ENGINEERED t F BC DL 10.0 PSF DRW HCUSR235 D1176223 PRODUCTSINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATI'N FLOM THIS DESIGN, Y.NN FAIL ORE TO -'(L� qr'•�1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FAaRICAIIN(, HANILIry SHIPPING, INSTALLING AND j •V B C L L 0.0 P S F HC-ENG /M M A ALPINE BRACING TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDPln OF MD; ;NATIOF' L p;SIGN /N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS�0(.�AT I JII AND -:P AT INE •+ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL,. STEEL, EXCEPt ,A'G NOTEJ L Y CON.']EC70RS TO i� TE 'Q TOT.L D. 37.0 P S F S E A N - 5518 EACH FACIN SE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, 43 I7ION CUNNFCT?�1S FER i(R RE SPON SIB[L OI TY SOLELYFORHE ifI OTR USSJ COMPO NE NDRA C D E SIGNT SH[WES NCEPTs CE 011]FAB IEIII AND UNE IOFER„N6 �%itS.F OR0 :•\�41v D U R.FAC. 1.25 FROM R C T �P�FlainesC ��FLr33844'�C COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER jV� c�gEp ENS' Ty' ANSI/TPJ 1 1995 SECTION 2. (7760-BESTCON - B14 ) 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 BOT CHORD 2x4 SP #2 :Bi, B5 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W10 2x4 SP #2: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.30" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6= W1.5X3 III W3X7= W5X12 WU7 W1.5X3 7 F– (A) W10 —1 7 W 6 X 7 5 B55 L 5 � B1 W5X7 � W3X5 5 L 1, 8-1-2 W2.5X4 W3X8(A1) W5X12 = W3X5= W3X8(Al) L—Oi 11 61 9-0-0 _I_ 13-0-0 _I_ 9-0-0 _1 I- 3-5-14 T 9-7-11 T 3-5-14 1 7-0-8 T 7-4-0 fE 31-0-0 Over 2 Supports J R=1228 U=508 W=3.5" R=1228 U=484 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD` _ 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, 1KSTALLING All T C L L 20.0 P S F R E F R 2 3 5--49968 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TYUSS PLATT INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYt PROPEF,!v ATTACHED •~~� TC DL 7.0 P S F DATE 06127101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CETI!NC. r/� I� `*IMPORTANT* IS A COPY OF THIS DESIGN TO THE INSTALLATION CONTR AI TOR. ALPINE ENGIN[i:REO f '•vyBC DL 10.0 PSF DRW HCUSR235 01178224 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DEa IGN; ANY FAILURE 70 �, i— J'• P BUILD THE IRUSSES IN CUNFOR MANCE WITH IPI; OR FABRICATING, HANDLING, SM IPr 1NG, 1N9'T ALI.1NG AN11 + (/ p C L L O 0 P S F FIC -ENG /M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS JF N'S (NATIONAL N I n U SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANG TPI AL PI _ •+ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY-CnHNECTORS TO s A j ^r tTOT.L D. 37 0 P S F S E A N - 5520 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTG,:S FE'r. [,- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGLINi.- N6 i�� F�OR�OQ:'•� D U R.FAC. 1.2 5 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i �j••y�••.. ...•• r\� Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING 1S TME WESPQNSIBILIIY OF THE BUILDING DESIGNER, PER �• '�` r HamesCiTy,FL 33844 ANSI/TPI 1-1995 SECTION 2. �gypED EN SPACING 24.0" (7760-BESTCON - B15 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 SPECIAL LOADS BOT CHORD 2x4 SP #2 :81 2x6 SP #2: ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.50 to 54 PLF at 32.50 BC From 20 PLF at 0.00 to 20 PLF at 31.00 100 MPH WIND, 10.06 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT TC 382 LB Conc. Load at 7.00 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, TC 162 LB Conc. Load at 9.06 WIND BC DL = 5.0 PSF. BC 405 LB Conc. Load at 7.00 BC 73 LB Conc. Load at 9.06 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC 506 LB Conc. Load at 9.90 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6 = W3X5 = W3X4= W4X5 (R) A/ 7 n ES —75 5(R) III 5 A8-1-2 B1 W3X5(A1) W2X6 III W3X5= W5X7 (R) 1N W2,5X4(Al) 6 0l_ 16-5-12 L 7-0-0 _I_ 17-0-0 7-0-0 J I 16-7-8 T 7-0-8 7-4-0 rE 31-0-0 Over 3 Supports J R=1283 U=769 W=3.5" R=2317 U=1157 W=3.5" R=385 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD` 19.5a QTY:1 FL/-/4/-IE/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 2 3 5--49969 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W] 537197, FOR SAFETY PRACi ICES PRIJ TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIAGHFO- 00-00 TC DL 7.0 P S F DATE 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEI;.I NG. S`k^ IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CUN TR Ai'T OR. A,P:tiE €N':I NF,Rf^ jj v•j'F' g C D L 1 O,0 P S F D R W HCUSR235 01178225 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL_URE i� i •� % BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + !!! �✓ B C L L 0.0 P S F HC-ENG /M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS NU' (N,1 T1ONI, U(SIGN .Ril SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS(ICIATION) AND TPI. ALVINI TOT.L D. 3 7.0 P S F S E Q N - 5529 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. A'PLY CJ.'1-F^1 Oil TO L.fJ� EACH FAC[ OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CJ1;NE�::TGRS PER7i : DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR0ffSSIUN',[. Fr;,51NEE!:IVi: i-C/s.��0R10P:��4 DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,laic. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N. THE SUITABILITY ,AND USE OF THIS S T'1e111CS City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNLR. PEN �'�•.yypED ENG SPACING 24.0" ANSI ITN1 1-1995 SECTION 2. (7760-BESTCON - C16 ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO SHIM ALL SUPPORTS TO SOLID BEARING. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4 W2.5X4 W2.5X4 7 7 r- 4X6(R) III 5 5 W 3 X 7 8-1-2 W2X4(Al) W4X = W2X4(A1) R=-138 U=256 H=Simpson HUS26 11-6-OOlE —14-6-4 _I w/ (06)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d–SINK_(0.148x3) in Girder 10-6-4 _�_ 10-6-4 al Girder is (1)2X6 min. So.Pine 7-4-0 T 7-0-8 T 6-8-0 1 IE 21-0-8 Over 3 Supports R=450 U=245 W=3.5" R=1326 U=463 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: 7P1 (STD) 19.5a OTY:3 FL/-/4/-/E/-/- Scale =.25" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING All T C L L 20.0 P S F R E F R 2 3 5--49970 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).. PUBLISHED BY TPI (TRUSS P,AT,. INSTITUTE, 583 G'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRAC?iQ IS PRIOR TG PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP GLIDED, SHALL HAVE PRJdEIILY ATTACHE( I T C D L 7.0 P S F DATE 06127101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R'GID CEILING. • r/ _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRA, CDR. OPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 01178226 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT ION FRI`'M !HI LES 161 YF pi�URE '0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HAN9LItaG SHIPPING INSTALLING ANF. f (� B C L L O.O P S F H C-E N G /MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CU NFOR MS WITH APPLICABLE PROVISIJNS NDS (NATI JNAL OF SIGN =f g 1 . SP ECI F[CATI(IN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATi ) NO T; AL'!NE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NLTED APPLY f,ONNLCTOR', TO L A:• _� TOT.L D. 37.0 P S F S E O N - 5533 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LLC ATED ON THIS DESIGN Pia JON CONN CTJ RS PFR i=(f^N DRAWINGS 160 A-7. THE SEAL GN THIS DRAWING INDICATES ACCEPTANCE OF tR,':FE', ANAL ENGINEERING -C�• FL Op1�P D U R.FAC. 1.25 F R OM R C T RESPONSIBILITY SO LEI.Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAU ILI`%' exD USE OF -HIS S s• /.�� a�IpIIIC EnglIICe['Cd PI'O(IllCIS,IIiCi. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING'D!` IGNER. PER �:�p•••• V Haines City,Fl, 33944 ANSI/TPI 1-1995 SECTION 2. ED�� SPACING 24.0" (7760-BESTCON - C17 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 BOT CHORD 2x4 SP #2 ANYWHERE IN 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 TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W04 W 2.5 X 4 7 r W4X4 7 7 7 F— J 5 W4X6(R) III 5 W2X4(Dl) + + 0-0-4 8-1-2 W2X4(Al) W5X12 1.1-6-0_ 7-4-0 6-I,83-1-4 I 10-6-4 _I 1 7-4- 0 710-8 �T T 6-8-0 �1 LE 21-0-8 Over 2 Supports IR=635 U=284 W=3.5" R=150 PLF U=51 PLF W=6-8-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: iPI,(STD) 19.5a OTY:1 FL/-/4/-/E/-/- Scale =.25" Ft. *BRARNG, REFER TRUSSES HIBREQUIRE ANDLI N6E CARE INSTALILINGAAND BR CING)HANDUIBN GISHE DSHIPPING, IN(SRUI SIN3 AND PI_e E TC LL 20.0 PSF REF R235--47971 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FbR SAFEIS PRACTICES PRIOR 70 T C D L 7.0 P S F DATE 0 6/2 7/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD `.HALL NAVE PROr�R_N ATTACHED ~ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG':D CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALL ATIDN 6-TNTR;,'I)R, AI"TNE ENGINEERED v•".."•• ��/�/ BC DL 10.0 PSF DRW HCUSR235 01176227 BUILUCT ,THETHE TRUSSESALL N T BE IN CONFORMANCEHNITBLTPIORORANFABRICATTNGH, LAN HSHIPPRING, HNSTAALINGETO AN/Y VJotjIF %* A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION% OC PI'S (N ATI 0k AL DES?GN ++ y�V1I1 ' BC LL 0.0 PSF HC /M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND I;I, a;4'1 nE _ * i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNICT�RS Ill L A: _* TOT.L D. 37.0 P S F S E Q N - 5536 EACH FACE OF TRUSS, AND UNLESS OTHER WI SE LOCATED ON THIS DE SIGN, P OSl iI ON' f,ONNECi�fiS PER �� OF Q DRAWINGS 160 A-2. THE SEAT. HN THIS DRAWING INDICATES ACCEPTANCE OF PR O, -.S3"OVAL ENv`:FFNING /fi• �•�DA,QP l�d D U R.FAC. 1.2 5 FROM RCT RESPONSIBILITY SOLELY FOR THE TRHIS COMPONENT DESIGN SHOW N. THE SUITABILI" .1 ND USE OF THIS V � Alpine Engineered Products Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIIDING DFCIGNER, PIR t'-'rREO ENG` S P A C I N G 24.0" I-I91I18S City,FI. 33$44 ANSI/TPI 1-1995 SECTION 2. (7760-BESTCON - D18 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 16.04 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X3 III W4X4= W1.5X3 III W2.5X4 7f 7-4-5 (A) 8-6-5 W6X6 _15 5 1 1-2 W2.5X4 W2X4 III 2-0-0`1_ 12-7-8 J 7-3-12 T 7-3-12 14-7-8 Over 2 Supports J R=541 U=180 W=3.5" R=541 U=259 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.5a OTY:l FL/-/4/-/E/-/- Scale **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAIIDL INC, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--49972 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIAIE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FPR SAFEII PRAC'lv., Pii1QR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHDRD SHALL HAVE PROPERLY n:?ACHED 00-01" T C D L 7.0 P S F DATE 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED HIG10 CE:I.RNG.: .\��• ,, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIGN CTNTRACTJR. A,V NE FSGINEEREG V /j/ B C D L 10.0 P S F D R W HCUSR235 0I178228 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OIT INI> DESIGN; ANY FAILURE TO ��F�C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANDL I;G, so, P[NG, INSTALLING Alio r }'(�� B C L L 0.0 P S F H C-ENG /M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRJV[$T NS^.F HD (1 T r.-�'.'r AI DE S.GN ? + pun SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION ANL Tp] A PINE F TOT.L D. 3 7.0 P S F S EON - 5 5 3 8 CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NUL,�. AYF SR NECTORS 'O =A�. ^C EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, PJSITI'Jti ':Li I;NECTORS ^iR �lT OF tQ� RE SPONSIB IL AWING OI TY SO LELY TFORHE STHE EAL OT RU SSICOMPONENT DS DRAWING NSIGNTSHOWryES CE PT AOf THE SUIT ABiL]TYChAi AND OSEIC tERHIS �s X51'.�.�� R%10' � OUR"F A C 1.25 FROM R C T Alpine Engineered Products,InC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER L� G\ Haines City,Fl. 33844 ANS /T 1-1995 SE 2. � pEOEN SPACING 24.0" (7760-BESTCON - D19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.45 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC OL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. W2.5X4(R) III W1.5X3 III W2.5X4 7-4-5 7-4-5 W6X6 = —I5 5 L- 8-1-2 W1.5X3 III W1.5X3 III 7-3-12 7-3-12 �F 14-7-8 Over 2 Supports J R=541 U=229 W=3.5" R=541 U=241 W=3.5" PLT TYP. Wave TPI-95 Design Cr- teria: TPI (STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. *B RACKING. REFER TOES HIB 9OIUIR(HANDLRINGE CARE IN INSTALLINGANDBRACING)H AN PUBNISHED CBPP TPI INTRUSLSINC PLATED TC LL 20.0 PSF REF R235- -49973 INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTIYIE; (7760-BESTCON - D20 ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 143X3= W1.5X3 III W2.5X4 LJ 6 2 5 6-2-5 W6X6 5 5 L_ 8-1-2 141.5X3 III 141.5X3 III 7-3-12 7-3-12 L` 14-7-8 Over 2 Supports j R=541 U=226 W=3.5" R=541 U=237 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STJ 19.5a QTY 1— FL/-/4/-/E/-/- Scale =.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND IT C L L 20.0 P S F R E F R235--49974 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPi (TRUSS PLATE INSTITUTE. 563 D'O""IO DR., SUITE 200, MADISON, WI 53719), FOR SAE TY PR.1C.ICES PRIOR TO 0 T C D L 7.0 P S F DATE06/27/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAIL 4AVE PROPERLY AT I AUHLJ ,``l� Af. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID JE IL ING. vM..•.,;•/��j xxIMPORTA NT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATI Ok CGN'R ACTOR. A_P?`�E [N�-.I NEFRED ,r ��T�FI �r!� BC DL 10.0 PSF DRW HCUSR235 01178230 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM "f HI$ DESIGN; ANY FAILURE ?n F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SIIPVING. INSTALLING AND j j�G �� '* ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS NOS (SATIOIIA' 9E'iIGN _ }'u fl •} BC LL 0.0 PSF HC ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOGIATI ON) At:O TPI. AL,IN; CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CO�:k".i'• TO L'�; �Q TOT.L D. 3 7.0 P S F S E A N - 5542 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CJ/.NELT ORS PER _ ^� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUTESSIONAL IN.iINEERTNG �i-[1'F�QR,QP'��v D U R.FAC. 1.25 FR0M R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNtR, P[R 'sRED EN �/''� TTeIiICS City,FI. 33844 ANSI/TPI 1-1995 SECTION 2. W��NNN" SPACING 24.�" (7760-BESTCON - D21 ) 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 BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6(R) III 7 W1.5X3 III W1.5X3 III 7 (- 6-4-10 W6X7 = —15 5 � 8-1-2 W2X5(Al) W2.5X4 12-5-12 _I, 2-1-12 _I 7-3-12 T 7-3-12 fE 14-7-8 Over 2 Supports J R=552 U=180 W=3.5" R=530 U=276 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:4 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPP)NG INSTALLING AND T C L L 20.D P S F R E F R 2 3 5- -49975 BRACING. REFER TO HIB91U (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRriSS. PLATE INST ITOTE, 5H3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY llnCTICIS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CMURD SHALL HAVE PROPERLY ATTACHED ,`._r T C D L 7.O PSF DATE 06/27/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V M/� '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Ai PI NE ENLI NE EgEO . I �w BC DL 10.0 PSF DRW HCUSR235 01178231 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV IATIUN FROM THIS DESIGN; O.4Y FAILURE TO 06 •;.t`-a BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPINf,, 1k.514LEING AND V �'�{{{ B C L L O.O P S F HC-ENG /MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (N ATIONAI GE SIGN • a Un ff SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 'R�..PIkE S S* TOT.L D. 3 7.0 P S F S E O N - 5544 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPL' r'.,NNECIGRC TO IL 9 OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEf TURr "ER tt((N `4� DRANINGS 160 A Z. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C1S; N OR116t' OUR FAC. 1.25 F ROM R C T AJpm I.'1IgtRCEtOd PIOdum Inc. tR'.O SPUN EN S NTIF I TYOR ANY IPAREtyT I COOL Aft EBUILDINGOMSOTHETR DDESIGN BII.NTY OF THE THE SUILDBNGIDES IGNER SEPER THLI S 'C V HamesCiTy,Fl, 33844 ANSI/TPI 11995 SECTION 2. '� AfDEN SPACING 24.0" (7760-BESTCON - G23 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 10.06 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT GIRDER SUPPORTS 6-8-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO TC/BC SPLIT OPPOSITE FACE. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X3 III W 2.5 X 4 7 4-5-5 8-1-2 W1.5X4 III W2.5X4 W2X4(A1) R=506 U=210 H=Simpson HUS26 w/ (06)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X6 min. So.PI.ne �7-0-0 Over 2 Supports R=659 U=296 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235- -49977 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Pi ATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2GG, MADISON, WI 53719), FOR SAFETY PRACTICES PR IUR TJ »M4y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVC PROPERLY ATTACHED 1 TIC DL 7.0 P S F DATE 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILiNG. `*IMPORTANT** FURNISH A COPY (IF THIS DESIGN TO THE INSTALLATION CONTR q',:T Oft. ALPIN, [RGI NEt REG { �' •�• BC DL 10.0 PSF DRW HCUSR235 01118233 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPP'NG, INSTALLING AND t B C L L 0.0 P S F HC-ENG /MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS i1F NO` (NATIOWA, DF I3NM 11f n j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI. ALPSNE It j CONNEf,TORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, Ek ICE AS NOTED. APFIY CONNECTORS iU i� Q T 0 T.LD. 37.0 P S F S E Q N - 5522 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT JR PfR DRAWINGS ]60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFESSIONAL ENCJ,FERING ��/s:�QR,QP' D U R FAC. 1.2 5 FROM R C T Alpine Engineered Products,Inc. ROMPONE N TIF OT I RYA ANY LPART ICIL OR ARES TRUSS C OMSO N ENTHE R DESIGN [SO T7 OF THE BUILDS NG THE SUITA IL I DESIG NE UL PE'R THIS �� •••••�� HamesCny,FL 33844 ANSI/TPI 1-1995 SECTION 2. �,E�,.r SPACING SEE ABOVE I I (7760-BESTCON - EJ24 ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 12-2-6 R=162 U=180 7 4-5-5 8-1-2 R=73 U=180 W2X4(A1) �I-6-0 _IE 7-0-12 _I LR —7-0-0 Over 3 Supports--� R=364 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:9 FL/-/4/-/E/-/- Scale **WARNING`* TRUSSES R£OUIRE EXTREME CARE IN FABRICATION, HANOL7NG, Si�IPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI'1 (TRUSS PLATE TC LL 20.0 P S F R E F R 2 3 5 C--49978 INSTITUTE, S83 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SATETY PRACTICES PR 1(67 10 _,,,••yam"' T C D L 7.0 P S F D A T E 0 6/2 7/0 1 PERFORMING THESE EDNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHATL.HAVE PROPERLY ATTACHED �//G"'-_ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEI'ING. r V��• l� **IMPORTANT** FURNISH A C(IPY OF THIS DESIGN TO THE INSTALLATION CO'�1 TRACTOR. ALPINE E6GINE=R(:U j .( C BC DL 10.0 PSF DRW HCUSR235 01178234 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESION; INY FAILURE TO I •'(��`Ir' J,••� BUILD THE TRUSSES IN CONFORMANCE WITH iP7; OR FABRICATING, HANDLING, S:;IPPING, iNST;.;II"'O AND ff G F�� B C L L 0.0 P S F HC-ENG /MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV[SIGNS NDS' (N ATI Z UCSIGV Ufl SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. AL--I •* T O T.L D. 37.0 P S F S E A N - 5525 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTEU. APDL' CONNECTORS T.. Z 37:• t jt EACH FACE OF TRUSS, AND UNI ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN E.;TOkS I"ER i ^�^ •�I DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING tND IC AT ES ACCEPTANCE OF PRO FESEiONAL ENGI;+EER ING =V�•':�� Q ;.•41�F D U R.FAC. 1.25 FR0M R C T 7�LIpIRC I✓Rg1I1CCCCd PtOdUCtS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANG L_L C, THIS Z Sj-�..........C� Haines City,FL 33844 COMPONENT FOR ANY PART ICU I.AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR �',,,�, D ENV,f SPACING 24•x" ANSI/TCI 1-1995 SECTION 2. (7760-BESTCON - HJ25 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 10.03 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 12-2-5 R=220 U=286 W1.5X3 4.95 1- 4-5-0 8-1-2 W4X4= R=332 U=209 W2X4(A1) L-2-1-7 JE 9-11-9 J 9-10-13 Over 3 Supports R=417 U=404 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPINf,, INSTALL.ING AND T C L L 2 0.0 P S F R E F R235--49979 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONGENIC DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE5 PRIOR 'U PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ]NDIC ATED, TOP CHORD SHALL HAV[ PROPERLY ATTACHED T G D L 7.0 P S F DAT E 06/27/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L ,. **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTR ACTON. ALPINE zN9.NF E�iED + V ��/` BC DL 10.0 PSF DRW HCHSR235 01I76235 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TU I r �Q��F� J'••P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, IN STP.,LING AND 2 V �•� B C L L 0.0 P S F HC-ENG /MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS [NAI ION.[ pf SLGN J� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALF L'!{. ! * n 't CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOSED. APPLI C.INNE110-'_' TO S A�' T O T.L D. 37.0 P S F SEAN - 5527 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LUC ATED ON THIS DFS LGN, POSITION COtINE GTOR, PEIR, I = t�I�,{j+ DRAWINSPUNGS 160 A-Z. THE SEAL ON THIS DRAWING IND]CATES ACCEPTANCE OF PUJIROFESSIONAL EN..NEFR.NG '��'•.��ORIOF �P••�vQ D U R.FAC. 1.25 FR0M R C T Alpine 1,ngnlcered Products,Inc. COMPONENB E St IFORYANYLPARTICULAR ELY FOR EBU TRUSS BUILDING MSOTHETR DE RESPONSIBILITY OF THE BUILDING N6ITY AND DE SI6NER,EOF PER THIS sts •••• �� Hames City,FL 33844 Ansl TP] 1-1995 SECTION 2. �;wAED EN SPACING SEE ABOVE t s (7760-BESTCON - CJ26 2R 2L ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-0-10 R=109 U=180 7 F-- 3-3-9 8-1-2 R=48 U=180 W2X4(A1) �1-6-0 —J— 5-1-3 _I �5-0-7 Over 3 Supports R=297 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria; TPI STD _19.5a OTY:4 FL/-/4Z-/E/-/- Scale =.375" Ft. ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235- -49980 BRACE NG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR I0 DR., SUITE 200, MAD150N, WI 53719), FOR SAFETY PRACTICES P,R]!lR TO _..w Y T C D L 7. P S F DATE 06/27/01 PERFORMING THESE FUNCTI DNS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL NAVE PROPERLY ATTACHED r"c STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING: vE••• T "`IMPORTANT— FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR_ 4LPINE LN6I0EERI7 B C D L 10.0 P S F D R W HCUSR235 01118236 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG � 1'•� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALI-IAG AND t t(; (� B C L L 0.O P S F HC-LNG /MMA A L P I N E BRACING OF TRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE Pft OV ISIONS OF N05 (NATIO:AL UEFiGN *41111 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP- ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR'.; Tn_. L'9 •Q T 0 T.L D. 3 7.0 P S F S E Q N - 5548 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS "Eft �(fN DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINI; 3 V�-n;F�OR`QQ:��Iv D U R.FAC. 1.2 5 F R 0 M R C T Alpine Ellgll1ECCCd PfoductS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS jy {rte IIne City,FL 33$44 ANSI/TPI Tlf1595NSECTIONC2`AR BU[LO ENG I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '�,wREU S P A C I NG 24.0- at M (7760-BESTCON - C327 2R 2L ) 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 BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 9-10-10 7 F- R=47 U=180 2-1-9 8-1-2 R=23 U=180 W2X4(Al) IF I-6-0 G. III-= 3-1-3—� 3-0-7 Over 3 Supports R=236 U=180 W=3.5" PLT TYP• Wave TPI-95 Design Criteria: TPI (STD 19.5a QTY:4 FL/-/41-/E/-/- Scale .*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLIN3, CHIPPING, INSTALLING ArvU T C L L 20.0 P S F R E F R235--49981 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUB,ISND a TPI (TRUSS PLATE l• INSTITUTE. 583 D'ONDERI0 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE'_ CRI OR TO T C D L 7.0 P S F DAT E 06127101 PERFORMING THESE FUNf,TION S. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALi HAVE PftOPERIrA T�Ar;HED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG;F C'IL .ING, ........ _IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONT`t ACTCT, Al.P INE ENDIVE ERE VQ*'FgC DL 10.0 PSF DRW HCUSR235 01176237 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TrIIS DESIGN; ANY F':I LOA r. :0 [�` A P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIN SM'PPIN INSTALLING AND p BRAf,I NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISIoNa OF NDS (N aT ION AE 9E SIGN F� fun 8 C L L 0.0 P S F HC-ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FO NEST AND PAPER ASSOCIATION) AND TP'— %�Li'?AE _ + �s s f CONNECTORS ARE MADE OF 201A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY fONNECTCR, TO L A � TOT.L D. 37 0 P S F S E Q N - 5550 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION V,NNECTORS PER ��: yr .Q DRAWINGS 160 .4-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO FE SalbN41 i_NGINtEaiaG Gf •, �C n P. •� D U R.FAC. 1.2 5 FROM R C T AlpineDESIGN Engs"1lcred Products,Inc. ROM PONENBIFORLITYA NOLPARELYTI(O'.UL ARR TES TRUSSN COMPONENTRE SPONSI SHOWN Y OF THE SUILDBNG IDE S TY ANO LR. OF THIS ids+ ��R�Q• \� i tY,FL 33844 ANSI ONE 1-1995 SECTION t. ��HEp ENG SPACING 24.0" (7760-BESTCON - CJ28 2R 2L ) 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 BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 7 F 8-8-10 0-11-9 R=6U=180 k 48-1-2 R=1 U=180 W2X4(Al) LE 1-6-0 �-1-3J 1-0-7 Over 3_upports R=248 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a QTY:4 FL/-/4/-/E/-/- Scale =.375" Ft. ..WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING wJ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PIIB'=IS'IED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R 2 3 5--4 9 9 8 2 INSTITUTE, 583 D'ON0FR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY P:ACTICES PRIOR TO ,.�N�ygy TC DL 7.0 P S F DATE 06127101 PERFORMING THESE FU NCTION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEna.Y AT 7,L1r_D STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGTD CEILING. "1MPDRTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACIL'R.. A�PTNE ENGINEERED t C B C D L 10.0 P S F D R W HCUSR235 01178238 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, AN'. �AIL}RE TO ��\�F ••� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIIrG, SHIPPING, INSTALLING AND j V B C L L 0.0 P S F H C-ENG MM A ALPINE BRAC IN6 OF TRUSSEL. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISICi OF NO.i (NATIQNAL DESIGN T * dull �_ SPECIFICATION PUBL ISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ',Pi. "I'll, 1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4O GALV. STEEL, EXCEPT AJ NOi ED. .111 1 NNECTO/�.S TO =p:• M ^C =�, TQT,LD, 37,0 PSF SEAN - 5552 EACH FACE UE TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOkS TER 74v" X71 Vr DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OE PROFJ�F�!.AAI.ENG1N,'ERING 'fj�• R� R�QPr•4,t DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITAB 1L1 iY nrle 'U'SE OF PHIS ?tlS�•.•„••.• �� TIT1IlCS City,FI, 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER. PER �4• HED EN ANSI/TPI 1.1995 SECTION 2, +r„ M 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 t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 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 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 16011 FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 t 4 t 4 +++ 6-0-0 tt +++ 6-0-0 TYP. *** TYP. *** + 12 + 12 tt �* �* t t4 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, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHLRWISE INDICATED, TC DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � •••••.•�/ DL MAX 10 PSF DRWG TCFILLER0699 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � � �t�Fl ,q ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �•Q C •' ALPINE DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR tABR1Ct,T1aG, j •V LL 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THF = * %un �:�82 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA * T. LD. MAX 55 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FELE 0= =A STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CDNNECTORS PER i% POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUF-LSIONAL �/s+'•�(OR1�P•• R. FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TF.E %yl• pED ENG\ SPACING 24.0' SUITABILITY AND . THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, BOTTOM CHORD FILLER 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" 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 8 7 7 6 ** on 4 ++ #43XI MAX3X8 TRULOX+ rl LOX 4 **2X8 WEDGEAILS CUT TO FIT 2X4 E THIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 ■.WARNING.■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL - PSF REF BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T❑ PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, ...MM••MMr 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. J�%•••••. T DL 10.0 PSF DRWG BCFILLER0699 •-IMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE j1F+C 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIO — DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, (F�� 4 LL PSF -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH ! n � APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE . — AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA F _ T. LD. PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF t 3�4. ATE O ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ?fn��• F, P�' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �+/ [�RfjQ.: R.FAC.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ttSjy�••. G� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE • •FD EN SPACING 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 BOT'T'OM CHORD LOAD IS 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BO'T'TOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (LE, 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL. * 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3, CAREFULLY REMOVE EFFECTED CONNECTOR PLATES, ATTACH TO BOT'T'OM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DTA. 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 i ( BC In --------$I 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 M*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF BC FILLER REP, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPS (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, W1, 53719) F,p, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN,TICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. > DRWG REPBCFIL0699 **IMPORTANT *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �,.•.•.•., T ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ,a ��Fii` ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI;OR FABRICATING, 'O -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH y{� APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2��; AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE IIFr'OGA * A ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CIF , - TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �.� STATE OW t,1C -'NGS Tb0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF ly/�t'AQR`IP-`r OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE "`❑ING DESIGNER, PER ANSIITPI 1-1995 SECTION 2. CLB WEB 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. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE 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 HI B_91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRID DR., SUITE 200, MADISON, WI. `3719) FOR 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 CHORD SHALL �5a HAVE A PROPERLY ATTACHED RIGID CEILING. DI, PSF DRWG BRCLBSUB0699 --IMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THi . ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR F613RICALNG. j :V LL PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = +�•� Z(�D� APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADt OF 20GA * ICT. LD. PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Cl, �� STATE OF Q ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 16ENGINEERING ORESPONSIBIL TYA-Z. THE SEAL SOLELHY ON TISFOR ATHIE DRWNGTRUSS COMPONENT DE IGNO SHOWN.F PROFES FHENAL = /S�•fOR116 G R. FAC. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RED EN \ SPACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �''4y