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610 Paradise Ct (vault) JOB ADD.RFS4 � ! b. �0.0� �-�- - �'YPE WORE " T PROPERTY OWNER 11 TE, HONE , �f 3 7y CONTRACTOR TEI.EPEONE �' PEl?1�QT tTt7M13ER DATE INSPECTIONS: FOOTING - nZ BEAM LflVM NAILING/�ffi�,AT$lNG -/ - d l F.RAMIN"OYER UPZ- EVSU AnON = FINAL BUILDING CERTIFICATE OF OCCDPANCY ELECTRICAL PFJZ&fi V ` IZVSPEC77ONS ROUGE' �- FINAL Z © Z- MECZL4MC4L PERMM INSPEC3TONS ROUGff FINAL PLUMBING PER3o" a D b I INSPECTIONS ROU( / ER SLAB TOPOUT b WAIF ISEWER FINAL NOTES BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATL4NTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORX SHEET Date Requested: Building Contractor/ Building Permit Number : 2� Address : Lecal Descriction: , / / 2 tdll- p Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: - tls. required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NO/TIFIED DATE APPROVED BY Fire lY l Public Works � L. 1 tj -z- 2 1 a n r,-J r, z—Plannin Building 6 2- CITY OF Irl�'___� 1jj � f�,LL a4c Bwc-�i- Office of Building Official REQUEST FOR INSPECTION, /- Date 02 Permit No, 2 Time A.M. Received P.M. CIG C-z - Job Address Locality Owner's for BUILDI CONCRETE �CTR PLUMBI MECHANICAL ming ❑ Footing ❑ ❑ ❑ Air on ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. eWed Thurs. Friday P.M, Inspection Made 3� foil P.M. Inspector 5 Final Inspection ❑ er icate of Occupancy❑ Date 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: 610 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22888 Date: 3/11/2002 DON C. FORD, 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: 610 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22888 Date: 3/11/2002 DON C. FORD, B.O. Post in a conspicuous space FLOODPLAIN DEVELOPMENT INFORMATION Location:: (o '6 �wdi'se.- Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant 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 withall a e provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the pro sed d elop//ment. Date_*4ZApplicant's Signature ( �J Department Use: Required Lowest Floor Elevation '4e-'> D s As Built Lowest moor Elevation Survey Filed with Building Department �— Building Department Rep sentative FROM :CLQ & ASSOCIATES FAX NO. :904 396 2633 Mar. 11 2002 10:07AM P2 MAP SliO WING BOUNDARY SURVEY OF LOT 18 AS SHOWN ON MAP OF PARADISE COVE AS REOMCD IN PLAT BOOK $3, PAGES 82 t 8211 OF THE CURUNT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I4'01b BERITOOIQ. INC. DEARMiB SHOWN QN MON OF-WAY LONE HEREON IS A6 SO101MN ON IK ADM MENTI ELEVATION M 0 VCR'nQAL PATUM. CER13FIE0 TTr PAFRAI)ISE COURT (SO' RIGHT OF WAY) N86'17'59"E 587'41'12 to,YU CH-2.11' CH=47.92 Ls68.93' R-317.00' L-2,11' R-870.00' L-47.42' L-21.03' PT RM317.00' DELTA�04.42'150 VLLTAd03VVZr R.B70.00• PC v-- MIDI -r 7,8• JCA CAStMWT PRiVA It 1AN03CAPL agIOEWALK EASEMKNT 10'XIO' JEA EASCM(N, ..Gp.MIE W/TRANVORMER *ALK ON CONCRETE PAD l 0 T 1 t 1 Q N M O �V 7.4 re. N .- 0 ..��i PAiI� � OI Mir RECEIVED � J wl MAR 1 0,2 O Q City of Atlant C Beachp 0 �qIL F i�l rtY2 7.4. Suil�iinIn and Zoning N 777 - J P. 0p O Z N 7.4' f '�• f S89' '14"x111 50.00' KESTNER LOAD (60 RIGHT OF WAY) NAL SURVEY: r — 002 NOTE: FOUND Aa IRONS ON NDA SURVEY, 11-219-2001 NO : NO ALI- I Y (. TIFY TNN�T THIS SURVEY P€RFORMEO UNOFR MY RESPCWSIOLE DIRE"aw kgmTS TI)6 1 F MR•R GHNk;AI.SIANUARU9 FUR LANG SUElV_YORS IN ACCORDANCE 1NTH 04APTCR 61017 ®. F1.ORWA AOUMMATIVE CODE, (PURSUANT TO SECTIC.N 472.027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT G + 71-ICAE ARE NO VISIBLE ENCROACMURNTS UPON THE SU"CT PROPERTY EXCEPT AS IIIOWN. 19QI �rn RURvcrm NF71faN APPEARS To LK"YMN Fwoo "SM AND ASMA7 INC` i arl+ ZONE4 AS SCNfD FRW TRE n.*W MAPANCE RAT¢ 161J NALDO AW—JACNSONVUX Ft... .MI m^P3.EaM~ry PA&L�tlt-1�(, �!+P 0A'E0 4-17-00, F.T. 0► SURVEYED MARC'( 2 2001. w r O.R Y.�M VOLOW. SCALE: 1 20 Rttrstsaen tultvEYon No.+�e>.FlaMOA ILA. 0"m MELD evvrc'�_ po� a-�••`(1— 11:23AM,�Y Nnt J0517 AY E►"ll U+I '�NO�iS38 Feu. Wd00�b 1"1001 •l l'�eW feb •25. 2002 5: 58PM BESTCON, 1 �c- No. 1855 P. 2 ' D'xrtwanC � i11�C, iN 3167.201 $.Sr.Jcm OLU rr JACKMMVKL&FL February 25, 2002 RECEIVED Mr. Don Ford City of Atlantic Beach Inspection Department City of Atlantic Beech 800 Seminole Road, Atlantic Beach FL 32233 j3uorj� na and Z(J"1d16 Don— We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible flor anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Y truiy, Y Mns Y Dynsrnk Elecq ,Inc. Re: Residence: Self Address: 620 Paradise Court Permit #: 22888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 P RL I 'l RIIIIA"�"01N A � c ATt N __ ... Permit Number: 23567 Address: .610 PARADISE COURT Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: I Improv. Cost: R =4 `r?{� l Date Issued: 3/07/2002- �T Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/07/2002 shone X04)246-3747 Work Desc: LAWN SPRINKLER_ ' JCATM ~H2O MANAGEMENT, INC. 25.00 r; �a v SGP =s A . 41 Q' 0 O Q, 4�0 COQ► € �`�o O \aa� 4 65y N � � 5Q a � O �P 0 TION ye a`� IC SPACE, AND i, a�\�o°0 ea � F°�cmc �`�� O �� • - "FAIL- e�y o �� JQy GI LA _ THE PR©PEk. O�Qz � aFQ,o�o� 15SUED ACCORD ,.a SUBJECT TO REVOCATION FOR VIOLATION Or oc .oc ql, \cyQo G�o� �Y4 • Dice; DMITH8Z 81 Rrpe' OC DraW.- 1 —` no.- 39979 14 PERMITS-BUILDING IecePt es.00 ATLANTIC BEACH BUILDING DEPT. Trans nwber: CK DIEC(S Y�__lam ti Trans date: 3/88/82 Timet 9.16:B e CITY OF t�teacctic �eacG - ��ivtida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE (904)247-5800 \ FAX(904)247-5805 . ao. SUNCOM 852-5800 DATE JEA Construction & Maintenance 1 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. DRESS /) Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH * DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23142 - Address: 610 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lol I Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 12/11/2001 Name: BESTCON INC. Total Fees: 45.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 777 .IACKSONVILLE BEACH, FL 32250 Date Paid: 12/11/2001 246-3747 Work Del CS2/0 150AMP r. CONTRACTC! TION FEES DYNAMIC ELECTRIC COM Y _ � 45.00 I F UM Y, ti' ear s; ROUGH ELECT f k{ Y Al 1 - z NOTICE- INSP 7I£ NS - - RLQt1ED AT LAST 24 HOURIC11 t INSPECTION BUILDING MATERIAL, R1ISRkNfl 1&50 hilllT # E - PUBLIC SPACE,AND MUST BE CLEARED UP AN t_I - -._. ... ;CONTRA ...... "FAILURE TO COMPLY WI ` T3 ESULT IN THE PROPERTY OWNER PAYING - _ TS" ISSUED ACCORDING TO APPROVED PLANS WHICH A ARfi OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. pate: 12/11/91 91 Receipt: 811178'WWII i lot 21110111 CITY OF ATLANTIC BEACH, FLORIDA EApprowdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Lexw4o _ ECTRICAL FIRM • MASTER ELECTRICIAN SIGNATURE ��'� JOURNEYMAN NAME 2�� ADDRESS: 4610 tJ4 0"-"'-' RFD—BOX— BLDG. FD BOXBLDG.SIZE BETWEEN: RES.(#-�APT.( 1 COMM.1 1 PUBLIC( 1 INDUS.( 1 NEWl OLD( 1 REW.l 1 ADDITION( i TRAILER( 1 TEMP.( 1SIGNS ( 1 SO.FT. SERVICE: NEW 1 1 INCREASE( 1 REPAIR( i FEE CONDUCTOR SIZE a jo AMPS COPPER I 1 ALUM. 'moi $WITCH OR BREAKER AMPS PH W I J(#Q/OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR N.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0 1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN '— FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMIT 1NFpRMATION _—�- —_ u LOCATION INFORMATION Permit Number: 23292 Address: 610 PARADISE COURT � PATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Class of Work: NEW Township: Range: Book: t Proposed Use: SINGLE FAMILY LoSubs :17 Block: Section: Square Feet: division: PARADISE COVE Est. Value: _Parcel Number: _ Improv. Cost: _ t)WNER INE__.__ ON Date Issued: 1/09/2002 f Name: BESTCON INC Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/09/2002 (904)246-3747 Work Desc: INSTALL HVAC - - w K CATION FEES __. _ _ _�_ `coNTI�ACTOR 47.00 I MCGOWAN'S HEATING & AI R J"ipgi l`dFS•�f'r#k ,ydi{.§''Y ��Wk '•.t, , Wir ',� k ��.t�. 'Ni. '�. r .,RFs '�•�.. a'a'-'q�g.c�t'S� T" � � i ROUGH MECH Atk q> s x•� x x . IN7bC @K Ssk ° Yj.RM ^�J Y�3 f rd tlyyt 1= Maar h{ ' '�" ^`tri & ., a '' -� 'a .r18'^c. ,�>'i"W'r�w�•..`Y"�' .�.rr y,. Mt' .y z �� n ��zz cam, ,Yew w..'r r"-- t .^ss <,,•x, .r, �.� �G ,, u t --- —i NOTICE SR `I f0? _ S 't fl 'F "4 7U�F T IIs1 ECTION–— BUILDING MATERIAL A i'OiS FROM 11419u -WO,MUST NOT EI UBLIC SPACE, AND MUST BE CLEARED UP i$r TORO l-tA1 El � C ------ — "FAILURE TO COMPLY I LT IN THE PROPERTY OWNER PAYIN --- -i ISSUED ACCORDING TO APPROVED PLA ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS — i I i r i X�TLANTIC BEACH BUILDING DEPT. Bite: 1/69/6' 61 Receipts 10181 -- - — -- -- -- --- ty3 — -- - 611668632 im � r Q - "� O)L C) _!!)�� BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, Il, III, and IV. LOCATION Street Address: OF Intersecting Streets:}} Between-�-7-�. And BUILDING T f I'�L (G�C: � Sub-division II. 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 attached 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 Mechanical McGowan' S Heating & Air— Contractors Contractor (Print) Cond . Inc. Mester CACO-18970 Name of // n M-48 Property Owner f��CT Signature of Owner n - Signature of or Avthorind Agent , . Architect or Engineer Ill. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? 1/ CI Gas—❑ LP ❑ Natural ❑ Central Utility ,,� M IF YES, GIVE NUMBER OF CONSTRUCTION GJ.-'{J o OE PERMIT EI Other — Specify IV. MICHANICAL EQUIPMENT TO NE INSTALLED NATURE OF WORK (ProvWo complete list of components on back of this form) ❑ Residential or ❑ Commercial T" Heat ❑ Space ❑ Recessed 411 Central O floor ❑ New Building Air Conditioning; ❑ Room ] Central )) ❑ Existing Building Duct System: Materia Fi bo-V1011ass nickne iti r� ❑ Replacement of existing system Maximum capacity �'� c,f.m, ❑ New Installation(No system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system E Cooling tower: Capacityq.p.m. ❑ Other — Specify ❑ Fire sprinklers: Number of head. ❑ Elevator ❑ Monlift ❑ Escalator (number) EI .Gasoline m THIS SPACE POR OFFICE: USE ONLY pupt r_ (number) (fid) Q Tooke (number) Remarks C) LAG containis (number) CI Uaffred pressurs venal CI boilers Permit /approved by Das. Q Other — Specify Permit Foo LIST ALL EQUIPMENT AOL CONDITIONING AND REFRIGERATION EQUIPMENT Nnmber UnitA Dveecrlptioa Xoriel Number Manufacturer ( )� �� s`YT=.q 7 CITY OF Office of Building Official /y!. REQUEST FOR IN E N P l Date 7• , L Permit No. Time A.M. Received PM. Job Address-.� Ity Owner's NameJ .<_ [ C Z,� 1_ Contractor — G rUILDING ,:- CONCRETE ELECT J MBING HANICAL Framing Footing ❑ Rough Wiring Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out _- Heating Insulation ❑ Lintel ❑ Final ❑ Sewer �(j TFire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. (:Th�urs.: Friday A.M. Inspection Made ,� PM. Inspector— ��( Final Inspection ❑ Certificate of Occupancy ❑ Date ' CITY OF �,. Office of Building Official REQUEST FOR INSPECTION Dat Permit No. Time M. Received P.M. 1 l G b Address j Locality Own is ✓ J Name Contractor ^ BUILDI CONCRETEEL CTRICA� PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ "FOR O Sewer ❑ Fire Place ❑ Pre Fab R fCTION A.M. Mon. ue N . Thurs. Friday P.M. \ Q ti A.M. Inspection Made �1 1� 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 PERMIT INFORMATION LOCATION INFORMATION 'Permit Address: 610 PARAA1SEC-0URT---- Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):ff 18 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 105,312.00 OWNER INFORMATION Date Issued: 10/19/2001 Name: BESTCO INC. Total Fees: 2,796.61 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,796.61 JACKSONVILLE BEACH, FL 32250 Date Paid: 10/19/2001 'P 904)M-V47 1 Work Desc:-ZO—NSTRUCT NEW,{OW PEWPLAWAAA"001�26 N M,–,SCHG-f654 CONTRACTORS FEES BESTCON, INC. 717.00 370.00 MMCT f,�EE 1,250.00 85.00 ........... ................ N AS 6.02 ..... ..... CAB 0.32 tZITAL - IMPROVE 32500 t 4 TIdA" bts ON N C o 35.00 NST-5U CHARGE 7.44 E 'SCHARGHARGli�AfLBCik- 0.00 -1 tL 0.83 ki 'SLAB, - RR CA ES COVER UP CERTIF/OCCU0 N'dy 0 F .F - r � -HO HOURS P NOTICE-fWSPtCTI0 06�7t-,-,BEAE-COESTE�IbAT-:LST2' t A. I F9 VECTION R -R BUILDING MATERIAL, I4I;jb1JISH ANUDEBRIS FROM THIS WORK MUST NOT �PLACED WABLIC SPACE,AND A j_ W MUST BE CLEARED uPN.D�HAULEP)*Y BY-EfffltO CONTRACTOR 0 NER- 1 - "FAILURE TO COMPLY Vmlm C(wN RP6bLT IN THE PROPERTY OWNER PAYIN14`4, 1N'ICE I . P AR ERMIT AND SUBJECT TO REVOCATION i ISSUED ACCORDING TO APPROVED PL;kIi� FOR VIOLATION OF APPLICABLE PROVISIONS Operator: DOYLE ATfi ��ICBEAL B IUDI_NGE—PT-- Bate: 10/22/8101 Receipt: 999566464 Total Paysent $2796.61 PROPERTY DESCRIPTION `: # !U Bloc # Sec 'on # ,division: Street Name '. Q�' DESCRIPTION OF or Address: (If in a FLOOD HAZARD Flood Zone: area complete page 3) , Bricription ILda>fiA�6gA- Class of W k: ew/ Remodel./Addition: ZONING INFORMATION Type of Construction: Zoning p cProposed - ? District: $w61 Use: Estimated Value $ Exceptions or Variances Materials: As Le10Qo eS�LG Granted: A Solid or filled Ground: Roof: Method of Heating: OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address Jaeksonville Beach, FE 32250 904 24b-3747 Zip: _ CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: Beach,Jwksonvifle FL 32= 904 246-3747 Zip: Ex STATE LICENSE NO: ekc ®g;-.3 6 Dateration C,. 31. 2 coo /. 2cs® I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS dF 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 CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SU OR ING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature vv DATE 9. 627 dJ Contractor Signature �� DATE J. )70 / IN TO AND SUBSCRIBED BEFORE ME BY LC/ �LC_A L9& THIS o9-7 DAY HEIDE WOLFOANG NOTARY PUBLIC•STATE OF FLORIDA NOTARY PUBLIC MY COMMISSION EXPIRES DEC.28,2N3 COMMISSION NO.CCU7712 WATER IMPACT FEE WORK SHEET ADDRESS: IO �� /S �- -5 F/4 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 ) Automatic clothes washers, residential 2 2- Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 Bathtub(With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain r. MA,.cS 4- 1/2 �r Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray 1 or 2 compartments 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink circular or multiple) each set of faucets 2 Water closet, flushometer tank, public orprivate 4 Water closet, private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS = / MULTIPLIED x 24 TOTAL$ `0 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—(* to Date ; 15`'� Heated Square Footage @ $ per sq ft = $ Garage/Shed ., @ $ per sq ft = $ Carport/Porch II ` @ $ per sq ft = $ t� Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ 2– /C? Z y�c'� S & Total Valuation 1st $Z /00,--o n _ /rt $ F ' Remain ng Value $1.6"per thousand o'Y portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ --Z ( ) Fireplaces @ $15 . 00 $ _p BUILDING PERMIT FEE $ WATER IMPACT FEE $_ O SEWER IMPACT FEE $ S 0 WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ VX ) RADON (HRS) . 0050 $ "o 7-- SECTION H PAVING ( ) S HYDRAULIC SHARES $ CROSS CONNECTION $ . (16 fy ) SURCHARGE . 0050 $ ~ < < OTHER $ - GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ��//� -��,,- //CITY O//F /' _ X172 -G O O 4uGiu�G I.SP.Q[.K-� Office of Building Official REQUEST FOR INSPECTIO ��w Date�L CJ / Per it No. ��±j�= "' Time A.M. Received P.M. Job Addr Locality I Owner's / Name Contractor �'' BUILDING CONCRETE ELECTRICAL4PLIUMBIN' �_ MECHANICAL Framing F] Footing CJ Rough Wiring Ci Rough Air Cond. & J Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final I Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday A.M. Inspection Made 0, PM. Inspector Final Inspection FJ Certificate of Occupancy 1-J Date �/- CITY OF ,rt?(J {� 7Y,3 4&4#d40 Be4CA-0;&U'44 Office of Building Official / J REQUEST FOR INSPECTION ^� Date t r / Permit No. cP ly 1 U Time A.M. Received M. (!V Job Address j L ality Owner's /$ Name � 4:. ��./" Contractor f BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ otind" Rough Wiring ❑ Rough ❑ Air Cond. & C Re Roofing ❑ Slab Cl Temp Pole U Top Out ❑ Heating Insulation ❑ Lintel 17 Final D Sewer D Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. r A.M. Inspection Made P.M. Inspector < Final Inspection F! Certificate of Occupancy ❑ Date -- CITY OF. O ice of Buildin O!:! N� 2 � Q EST FOR i PWfflTDate C�`*r �1 tjo tJ Time Received P.M. Jab cality Owner's n 1 Name l�' �~--" Contractor BUILDING NCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ o� Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mont " 1 Tues. Wed. Thurs. Friday rt (` A.M. Inspection Made �� 4`� PM. Inspector V Final Inspection ❑ Certificate of Occupancy ❑ Date CITY O 4 L/7 &-3 Office of B ilding Official REQUEST F R INSPECTION Date Permit No. Time Received Inj Job z11 ,41*— ality�} Owner'sName Contractor B CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ PCeFab � READY FOR INSPECTION Mona Tues. Wed. Thurs. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF s`� j-- -q-7 53 Office of Building OffZ REQUEST FOR INS ION Date / s 7 Permit No. Time A,M. Received P.M. Job dress Locality Own s_,.,_ Na CL/`-s Contr — BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra g-1 ❑ Footing Cl Rough Wiring F! Rough ❑ Air Cond.& Re Roofing 1!! Slab ❑ Temp Pole ❑ Top Out 0) Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab Walla Ali READY FOR INSPECTION /' Mon. Tues. Wed. Thurs, Friday RM. A.M. Inspection Made ��,� ,Lo� _P.M. Inspector Final Inspection O Certificate of Occupancy ❑ Date DEPARTMENT OF BUIL€DING 800 Seminole Road - Atlantic. leach Fl. 3??33 -TPt- ?. 7_5R?R - F-nv. ?47-55177 "u.P F i+"'• i"5 i"'1"'Y rLUIVII:5IPA-1 Yt SCM 1 PER MIT INFORMATION,i`viATION LOCATION INFORMATION -- _+a e 3ci;'-, , - Address, 610 PARACISF C�1t..IRT Pet alt Type: PP I IMLBI St'` ATLANTIC'6..!'NTIC BI✓/'C-H, ;71 7-32233, Mass ofWork: NEW Township: Range: Book: Ptop.:ase3 a isar, SisvG IL^— r-A f 01iLY Lovsl I:3lo-ck` ectiors° SquareSi.Ibrtldlddsdodt: €-'ttR;°�€.;dSlsCtom°i! IE Est. Value: ! Parcel Number: ssd.e.�,.s r. - T" Date A' : Cs u'$° : .. ."d...,�i Ndt7aL=: DLv 3 L.:O1V iEV'a. otai Fees: 60.50 Address: 2- SSU 1 H BRACH PARKWAY Work Desc INSTALL PLUIViBING da. T F3 t` a x - ;'" X - r .„,,.x 3Pl_'CATION FE ,. _a 4, v� . kK .Sr,nS�aa ab �yi �a y. .., .� � ' ..� -A 4v knh � 4 z� r r; yK {y�grsa �, z�m ' r S y h b -,0 GH ELECT 'er r - - M i Y ' -Y}'..^G. YAe l � S ftiCIT 1,CE--, =1v' d � "4 `� � �'";,�.�U$"RT +^4T 1, E ikLT 9 4 �4 0U P� �aj '1". ,k � L"� •, _ � , U k= r �y,'7�� d f},i� f t-. Y� l F. .ter ' ? h'et Sat 1.11`f dt� 9'*.e!!-i f d.`_'d" f'L. f'i�'�:3 .`x-° YS;�C "� `" (— t 3r ss`"u � x � � sT ; ac._. "'' — 'L_r dY=S i i_.'• ._ SPACE, AND MUST BIS ��`£lL��A �t�#� �s .8� i�I'�� 5N. #�A T . �tx ;��r�;��i��. 'n. e,rAILS REE TC) Flu'V1PLY`'-14 l T € i TH PROPERTY OWNER PAY1ri1G�OW1ERAIU#,C3�1 _.�:"'.,.� ._ 1:.�1�;y �...�} z„ ,:� f"yam'•f_^.�:".�.�yX4F�s, '�_:�.i-_ 1 iffD i iJ - . V -RL=1) ii.1l FOR VIOLATION OF APPLICABLE PROVISIONS C55 I �; `I G D. Date: 11/12/81 81 Receipt: X18323 CHECKS 1258 _ _ 081MIM21808 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:—(oto QArcxj(&p C T• Pcxtca,e_ (ow-11 OWNER OF PROPERTY: C BUILDING CONTRACTOR: y PLUMBING CONTRACTOR DON HARRIS PLUMBING Co_ AND ADDRESS: P. 0. BOX 14668 lArjm 1 f7' �`. 2;�jj}h F C - 0 4 TELEPHONE NUMBER: (904) 772! 0900 C STATE LICENSE NO: d n Q TYPE OF BUILDING: "i cots '\ vC4(na TYPE OF WORK: al-xhim 9 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY t WATER HEATERS BATH TUBS DISHWASHERS 'URINALS ' DISPOSALS _ CLOSETS —WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ -- -----�a I .. ------------------------------------ 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 DEPARTMENT OF PUBLIC WORKS �j �l jJv3 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 \�S 'SSS TELEPHONE:(904)247-5834 r FAX:(904)247-5843 S) SUNCOM:852-5834 J http://ci.atlantic-beach.fl.us X DID October 11,2001 Mr. Robert M. Clements 3671 Richmond Street Jacksonville, FL 32205-9457 RE: Groundwater Well at Beach Avenue Property Atlantic Beach, Florida Dear Mr. Clements: According to information we received from the Property Appraiser's office, you are the owner of a lot adjacent to 1746 Beach Avenue in Atlantic Beach. A 6-inch well is located on your property. I recently received a call from a resident at on Beach Avenue who stated that he did not have drinking water when the well on your property was out of service after a contractor broke the well while constructing a house across the street from your property. This resident stated there is a distribution line from the well on your property, and several residents on Beach Avenue use this well for drinking and/or irrigation. Please provide us with information about this well, including the location of the piping from the well, and which properties might be connected to it. The City's concern is the potential for cross-connections and possible contamination from this well to our potable water system. Per City ordinance, connections between any privately owned water system and the City's water system are prohibited. There are some other regulatory concerns you may not be aware of. I am attaching information on Florida Administrative Code 64E-8 that indicates your well and the system connected to it may be regulated as a limited use community water system, which would require regulatory permitting, testing and monitoring. I am also including some information from the St. Johns River Water Management District, which indicates a consumptive use permit may be required, since the well on your property is 6-inches in diameter. The websites for the Department of Health and the Water Management District are at the bottom of the attached pages. 1 Please respond in writing with any information you can provide regarding the distribution system from the well. If you have any questions, feel free to call me at 247-5834. Sincerely, W'71CM2 Donna Kaluzniak, CEP Utility Director cc: Jim Hanson, City Manager Harry McNally, Distribution/Collection Division Director Malcolm Clemons, Cross Connection Control Technician Don Ford, Building Oficial 2 Department of Health rage i of L Skip left hand navigation and go to main body of pa e. A*Abnda.com oil w5m, 0, . to I Q A MM Florida 'sheal L -SubjectList- ': directory I contact us 141-1 1 newsletters I Search I new use THE FLORIDA DEPARTMEM OF HEALTH Drinking Water Systems Manual Table of Contents About Us Chapter 2. Water System Regulations Diseases& Conditions Environmental Health Overview of Chapter 64E-8, F.A.C. Epidemiology Laboratory Services The focus of Chapter 64E-8, F.A.C., is to ensure safe drinking water from private, multifamily, and limited use public water systems. Health Statistics A private water system serves one or two residences. Only one of these Birth and Death residences may be rented. If more than one residence on the same well is rented Certificates a including both sides of a duplex,then the water system must be regulated as a 4�erimits limited use community public water system. Certification. Env. Health A multifamily water system serves three or four water systems. There are differer Professionals construction standards for a multifamily water system. Only one of the residence: Drugs, Devices & may be rented. If more than one residence on the same well is rented,then the Cosmetics water system must be regulated as a limited use community public water system. erenewals(a)health Licensure & Certification of Health Professionals A limited use community public water system serves up to 15 connections or less Permitting than 25 people who are in residence at least 60 days per year. Brain & Spinal Cord A limited use commercial public water system serves a commercial establishment Brain that provides potable water for public consumption less than 60 days per year anc Emergency Medical has fewer than 25 employees. The term"establishment" includes businesses, Services home day care centers for children and adults, churches, and social and fraternal Emergency Operations organizations. ® Limited Use Commercial Waters stems may be registered or permitted de endin Y Y 9 P P Abstinence on whether or not they are a source of water for public consumption. Birth Defects Registry Child Care Food Chapter 64E-8, F.A.C.,sets standards for private and limited use water system Program construction and operations. It establishes registration requirements and fees, an( Childrens Medical sets maximum contaminant levels (MCLS)for lead, nitrate, and bacteria. Services Immunization Services Chapter 64E-8, F.A.C., rules have been written to protect our most vulnerable KidCare citizens—the very young,the very old, persons with immune deficiencies, and Maternal & Child Health tenants,visitors, customers, and workers who have no control of the quality of the School Health water they drink in an establishment. Women. Infants. & Children (WIC) The Department of Health administers the 64E-8, F.A.C., Program in coordination with all 67 County Health Departments. Biomedical Research Florida Clean Indoor Air Act Tobacco Pilot Program Tobacco Prevention & Control Copyright©2000 State Of Florida http://www9.myflorida.com/environment/water/manual/64e8.htm 10/11/2001 STRWMD Water Resource Permitting Program Information Page 1 of4 Water resource permitting program Water management district issues permits to protect water resources What kind of permits does the District issue? The state's five water management districts issue several types of FAST FACTS permits.The two most common l deal with how much water is used The St. Johns River Water and with how new development Management District uses affects water resources. the consumptive use ,�A� The first type of permit,which permitting program to ensure good authorizes water use, is called a quality, affordable water for all residents,while consumptive use permit(CUP).A protecting the states water resources. CUP allows water to be withdrawn from surface and groundwater The environmental resource permitting supplies for reasonable and program is one tool to make sure that new beneficial uses such as public construction does not cause flooding, pollute supply (drinking water), agricultural waterways or harm wetlands. and landscape irrigation, and industry and power generation. The consumptive use permitting program benefits all people by requiring water conservation to prevent wasteful uses, requiring reuse of reclaimed water(treated wastewater and storm water) instead of higher quality groundwater, and setting limits on how much water can be withdrawn at each location in the aquifer.These limits protect existing residents'water supplies and protect aquifers, lakes and rivers from harm. The second permit is called an environmental resource permit(ERP). The environmental resource permitting program is designed to ensure that new construction will not adversely affect the way water flows and is stored in certain areas,thus causing flooding. The environmental resource permitting program benefits Florida by preventing stormwater pollution to Florida's lakes and streams and by protecting wetlands. Who needs a CUP? The consumptive use permitting program allocates water for beneficial uses such as .. agriculture, industry and public supply. Water supply utilities and other large water users are required to obtain CUPs. For example, a 40-acre park with ballfields can use about 120,000 gallons of water per day for irrigation. That requires a CUP. Individual homeowners with small domestic wells or smaller water utility services do not need CUPs provided they observe the District's water conservation rules and irrigate only before 10 a.m. or after 4 p.m. Consumptive use permitting regulations have many thresholds, but the three situations .which most frequently require a permit are these: http://www.sjrwmd.com/programs/regulation/pennit_info.html 10/11/2001 SJRWMD Water Resource Permitting Program Information Page 2 of 4 • You want to withdraw water from a well that measures six inches or more in diameter • You use or want to use an annual average of 100,000 gallons of water or more per day • You have the capacity to pump 1 million gallons of water or more per day If your water use does not exceed the permit thresholds—and therefore does not need a permit—you may use water: • To irrigate anytime except between 10 a.m. and 4 p.m. • To irrigate using a soaker hose, drip hose, microjets or hand-held hose with an automatic shutoff nozzle at anytime of day If you use reclaimed water, you may irrigate at anytime of day. If you can't adhere to these restrictions,you may be able to obtain another type of CUP. How do you obtain a CUP? To make certain that water users meet the criteria, District engineers and hydrologists ,a review permit applications and conduct site inspections. Each permit applicant is required to: • Submit a water conservation plan, providing measures to reduce water use and preserve water resources for other beneficial uses • Investigate and use the lowest acceptable quality source of water. For example, golf courses and other large users of water for landscape irrigation are required to use reclaimed water or storm water when available instead of higher quality potable groundwater. A copy of the Permit Applicant's Handbook for Consumptive Uses of Water is available upon request. This handbook contains all necessary application materials and explains the process in detail. What happens after a CUP is issued? Each permit authorizes water use for a particular purpose and contains a number of permit conditions that must be followed by the water user.All water users are responsible for implementing their approved water conservation plan and reporting their total monthly water use every six months. Each permit has a limited duration and must be renewed upon expiration.At that time,the District reviews the permit again. Who needs an ERP? ERPs were first required in 1995. They combine the former wetland dredge and fill permit issued by the Florida Department of Environmental Protection and the Management and Storage of http://www.sjrwmd.com/programs/regulation/permit—info.html 10/11/2001 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1201 Builder: BESTCON Address: Lot: 18 Sub:1%d( lat: Permitting Office: City, State: Col.® Q10at5e. ( �a� Permit Number: Owner SdkJr- Pf+ko'V"AiL. ?mL ) Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: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(112) 1201 ft2 c. N/A 7. Glass area 8t type _ - a. Clear-single pane 0.0 ft2 - - 13. Heating systems b.Clear-double pane 175.5 ft2 - - a. Electric Heat Pump Cap:30.0 kBtu/hr __ c. Tintlother SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ft b.N/A - 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=�0.0,152.0(p)ft _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,E)aerior R=11.0,907.0 ft2 - EF:0.86 _ b.Frame,Wood,Adjacent R=11.0, 138.0 ft2 _ 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, 1220.0 ft2 _ 15. HVAC credits b.Under Attic R=19.0,88.0 ft2 (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=6.0,100.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 18423.00 PASS SS Total base points: 18603.00 t"� 1 hereby certify that the plans and specifications covered Review of the plans and �x>�sT by this calculation are in mpliance with the Florida specifications covered by this 0 =9r8o Energy Code. °� - calculation indicates compliance PREPARED B : L ERT MILLER with the Florida Energy Code. Before construction is completed , - a° DATE: t✓, , Z 4e--di this building will be inspected for ., I hereby certify that this buil ing, as designed, is in compliance with Section 553.908 jl.c �yS compliance with he Flo ' Energy d Florida Statutes. °D OWNS G IVT BUILDING OFFICIAL: DATE: DATE: EneravGauoe®(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 .18 1201.0 33.05 7145.8 Double,Clear W 1.5 9.4 34.0 36.99 0.97 1225.0 Double,Clear W 1.5 5.0 9.0 36.99 0.88 291.4 Double,Clear N 1.5 3.5 9.0 19.22 0.86 148.6 Double,Clear E 9.0 5.5 30.0 40.22 0.42 502.5 Double,Clear E 10.5 7.0 7.5 40.22 0.43 130.6 Double,Clear E 1.5 10.0 48.0 40.22 0.98 1888.8 Double,Clear S 1.5 4.5 8.0 34.50 0.78 214.2 Double,Clear S 1.5 14.0 15.0 34.50 0.99 512.4 Double,Clear S 1.5 11.0 15.0 34.50 0.97 503.6 As-Built Total: 175.5 5417.1 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adajcent 138.0 0.7 96.6 Frame,Wood,Exterior 11.0 907.0 1.70 1541.9 Exterior 907.0 1.70 1541.9 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1045.0 1638.5 As-Built Total: 1045.0 1638.5 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 = Paints Type R Value Area X SPM = Points Under Attic 1201.0 0.60 720.6 Under Attic 30.0 1220.0 0.60 732.0 Under Attic 19.0 88.0 1.10 96.8 Base Total: 1201.0 720.6 As-Built Total: 1308.0 828.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-0n-Grade Edge Insulation 0.0 152.0(p) -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1201.0 10.21 12262.2 1201.0 10.21 12262.2 EneravGauae®DCA Form 60OA-97 EneravGauoeVResFREE'97 Ft.R3PA 203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16307.5 Summer As-Built Points: 13994.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13994.6 1.000 1.047 0.341 1.000 5000.8 16307.5 0.3573 5826.7 13994.6 1.00 1.047 0.341 1.000 5000.8 E EnerovGauaeTM DCA Form 600A-97 EneravGauoeVResFREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building 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 Omt Len Hgt Area X WPM X WOF = Points .18 1201.0 9.76 2111.0 Double,Clear W 1.5 9.4 34.0 10.77 1.01 368.6 Double,Clear W 1.5 5.0 9.0 10.77 1.03 100.2 Double,Clear N 1.5 3.5 9.0 14.30 1.01 129.7 - Double,Clear E 9.0 5.5 30.0 9.09 1.41 385.3 Double,Clear E 10.5 7.0 7.5 9.09 1.39 94.8 Double,Clear E 1.5 10.0 48.0 9.09 1.01 441.9 Double,Clear S 1.5 4.5 8.0 4.03 1.26 40.6 Double,Clear S 1.5 14.0 15.0 4.03 0.99 60.1 Double,Clear S 1.5 11.0 15.0 4.03 1.00 60.7 As-Built Total: 175.5 1681.9 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adajcent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 907.0 3.70 3355.9 Exterior 907.0 3.70 3355.9 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1045.0 3852.7 As-Built Total: 1045.0 3852.7 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 1201.0 1.20 1441.2 Under Attic 30.0 1220.0 1.20 1464.0 Under Attic 19.0 88.0 2.00 176.0 Base Total: 1201.0 1441.2 As-Built Total: 1308.0 1640.0 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-0n-Grade Edge Insulation 0.0 152.0(p) 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1201.0 -0.59 -708.6 1201.0 -0.59 -708.6 EneravGauae®DCA Form 60OA-97 EnerovGauoeV/ResFREE'97 Ft.R3PA 203 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT# BASE AS-BUILT Winter Base Points: 8498.6 Winter As-Built Points: 9633.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9633.2 1.000 1.064 0.487 1.000 4993.1 E8498.6 0.5340 4538.3 9633.2 1.00 1.064 0.487 1.000 4993.1 EneravGauoeTM DCA Form 600A-97 EneravGauae®//ResFREE'97 FLR3PA 203 FORM 60OA-97 WATER HEATING & CODE 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 8236.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8428.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5826.7 4538.3 8238.0 18602.9 5000.8 4993.1 8429.6 18423.5 E:FP AS S I y0j ttiE ST,� �°'rye •.:-s°s��.aO 1 _ 0 EnerovGauaeTm DCA Form MM-97 EneravGsuae®/ResFREES7 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 Maximum:.3 cfrn/s .ft.window area;.5 cfrrVsq.ft.door area Exterior&Adjacent Walls 606.1 r4BC.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 wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the rimeter at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&Y from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-stgy 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 by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.Extemal or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficien of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 S crate 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 bath sides. Common ceiling&floors R-11. EnemvGauoeT'"DCA Form 600A-97 EnerovGauoe6/ResFREE'97 FLR3PA 203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.4 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 kBtu/hr fa _ 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(W) 1201 ft2 c. N/A _ 7. Glass area&.type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 175.5 W _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 fP b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. N/A _ 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=11.0,907.0 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=30.0,1220.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,88.0 ft2 _ (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, 100.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multiwne cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) oJztWE ST91� in this home before on.Otherwise,a new EPL Display Card will be completed based on installed Co co 'an eatures. A �• ,,,,,. r;�l:'?. Builder Signature: e: /. o2 7 O " v Address of New Home: C/o 16 /-Q 44a-4&� 4�4'>&R-"City/FL Zip: 42tf awt&C- WE A ,faa 3 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE Energy&P designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you 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.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnerpmCiaueeR(Version:FLR3PA 203) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1201 Registration No. 0 Climate: North 5/24/2001 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 21264 BtuhTotal coolin load calculation 24757 Stuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as% of calculated 141.1 % Submitted as% of calculated 121.2 % WINTER CALCULATIONS Winter Heating- Load for 1201 ft Load component Load s(5%) Window total 176 sqft 4844 Btuh vgndovvs(23%) Wall total 1045 sqft 3332 Btuh Inn.(24%) Door total 38 sqft 524 Btuh Ceiling total 1308 sqft 1762 Btuh Floor total 152 ft 4682 Btuh cewr ce%) Infiltration 122 cfm 5108 Btuh Dcom(2%) Subtotal 20251 Btuh ww9c,evs) Duct loss 1013 Btuh Floms(22%) TOTAL HEAT LOSS 21264 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1201 sqft Load component Load Window total 176 sqft 8496 Btuh Wali total 1045 sqft2001 Btuh LOOM W*WT 1(4%) LtdeM ,n.ts%) Door total 38 sqft 400 Btuh Ceiling total 1308 sqft 1980 Btuh Wndo e(34%) Floor total 0 Btuh Infiltration 113 cfm 2365 Btuh 'rd-GOWK,2%) Internal gain 3000 Btuh Subtotal(sensible) 18242 Btuh ovuw%) Duct gain 1824 Btuh Total sensible gain 20066 Btuh Latent gain(infiltration) 3771 Btuh Latent gain(intemal) 920 Btuh The sizing method used was E Gauges System Sizing. Total latent gain 4691 Btuh PREPARED BY:_ TOTAL HEAT GAIN24757 Btuh DATE: EnemvGauae® FLR3PA 203 OWNER:Self Jr Lot 18PC SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 9/27/2001 CONSTRUCTION JOB ADDRESS: Lot 18 Paradise Cove 610 Paradise Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: NIA Size: N/ATN/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: NIA Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: NIA Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A _T_ 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 •Jadcsonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Self Jr Lot 18PC 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: NIA Thickness: NIA Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness:4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 16' wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location:At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties, other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts, exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Self Jr Lot 18PC Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Sizer N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: NIA Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A 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 N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Self Jr Lot 18PC 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: —T—Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Self Jr Lot 18PC 6.STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A NIA 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 1 st Floor N/A N/A NIA N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •3acksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Self Jr Lot 18PC 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams 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 OWNER:Self Jr Lot 18PC 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALUPLASTER Room Material Thickness Method of No. of CoatsInstallation Wails Ceilings ALL WALLS Sheetrock Y2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or Y2 " Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or 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:Self Jr Lot 18PC 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A TBond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A TBrick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Self Jr Lot 18PC 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: 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:Self Jr Lot 18PC 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach -7 Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO'/" House to Kitchen Sink CPVC SCD40 Glue 3/"TO'/" House to Refrigerator CPVC SCD40 Glue 3/"TO Y2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Self Jr Lot 18PC Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LH P/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet &Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Self Jr Lot 18PC Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Self Jr Lot 18PC 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 ,EE Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Self Jr Lot 18PC 110 Voitage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath #1 15 amp #14 CU 1 1 1 Bath #2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom #2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Self Jr Lot 18PC 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #1412 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Self Jr Lot 18PC 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim:Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 Lot 18PC OWNER:Self Jr 18. CERAMIC TILE: LOCATION FLOOR WALLS BAC SPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name & Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Self Jr Lot 18PC 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: INSTALLATION ITEM Manufacturer and Model/Style DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 „ ,� ,,,,,,,,•,.,,,SEP, 26 '01 11:08 CLARSON 699 P03 MAP SLOWING PLOW PLAN OF LOT 18 AS SHOWN ON MAS' OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURREN I' F'UEJUC RECORDS bF DUVAL )bQUN.tY,•FLORIDA, FOR: OESTCON, INC. KARINC REFEREMCF-. BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE Aoo1 x Mwnd•WED' i PARADISE COURT (60' RIGHT OF WAY) lN86*17'59'' S87*4.1 '12"vy CH==2, 11 ' CH 47.9 2 R-317,00' L=2.'17' (77 R�870.00` L-47.92' DELTA x00'22'gg" d� D LTA-03'09' ” I HRO!; 10'.OiRiVOE LANDSOAFF ; 7.5' )EA EASEMENT I I .St AN . _ _ 1 1 _ -_____ -- �^Q. U�W�4lK�EAr3�Mha1! 10'X10"JEA EASEMENT ORL (19" (za" (2 Nt ' •J .J ss4>�rm: K) o� I" 0 . 3 {� OAK TWIN OAK M1 O P)O:fi C:9 Cv r TRIPLE tlh1< 7 EE' " r... Y ? I MAGNOIJA .�. r,• CEDAR MYRTLE PLAN 1201--A •n• GARAGE RIGHT IWN MYRTLE FIN FL EL (13.0) kx TRIPLE MYRTLE .f f TWIN PEAR w 1jSWEET GUM O 1 b Q 'o o O ,VV o 0 PINE 4 PALM `E�!� I PATIO f� • O O � CAMPHOR m 0 20' AW S89'3 '14" APPROVFn 5 .00' Hook 10054 PAGO 547 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO,172386-2040 STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided iu this notice of commencement. I. Description of real property to be unproved (legal description and address,if available): Lot 8,PARADISE COW,according to the plat thereof recorded in Pial Hook 53,pages 82 kind 82A of Ute current public records of Duval County,Florida. 2. General description of improvements: Single family Residence 3. Owner Information Doe# 2001162633 (a) Name mid Address: look: 10054 BESTCON,WC., 2440 South Beach Parkway,Jacksonville Beach,FL 32250 Page: 547 Filed I Recorded Phone#(904)246-3747 Fax#(904)246-7126 07/05/2001 09:06:40 AN (b) Owner's interest in the site of the improvements(if other than fee simple title holder): ]IN FULLER CLERK CIRCUIT COURT (c) Name mid Address of fee simple(itle holder(ifother than owner): DUVX COUNTY TRUST FUND f 1.00 4. Contractor: CORY FEE f 1.00 None and AddressS: Same as Owner CERTIFY 1.00 RECORDING t► 5.00 Plwne# Fax# 5. Surety on any payment bond: (a) Naive kid Address: Phone# Fax# (b) Amount ot'bond 5 (copy oipaymenrt bond,if uny,attched hereto.) 6. Name ol'any lender making it loan for the construction of the improvernents. AMSOUTH BANK 9424 liaymeadows Road,Suite IM Jacksonville,FL 32256 Phone#(904)281-761() Fax#(904)281-7647 7. Persons wi0un the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1 xa)7,Florida Statutes(Name and Address). Phone#: Fax#: 8. Tn addition to himself,owner designates the following person to receive a copy of lienor's notiice as provided in Section 713.13(1)(6),Florida Statute(Name,Bank and Address): Clan,Hollitield,Amsouth Bank 9424 Baymeadows Road,Suite 100,Jacksonville,Fiori(la 32256 Phonc#: Fax#: 9. l:xpiratiori date of notice of commencement(the expiration date is one(1)year from the date of recording unless a different date is specified):_ __ HESTCCIN,INC. By W PA W.NICNOT S,ITS PRESIDENT (OWNER) Sworn to and Subscribed before me 11iis2001, �Ldayef17 17- � v, NEfLIC-STATE OF NOTARY PUBLIC•STATE OF FLORIDA Notary public,State of�F]n?da"" BY CO1MMISSION EXPIRES DEC.28,2003 COMMISSION N0.CC1167712 /� �, LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 '30 / 2001 Re:-Wind Loading Requirements For Lc%-i✓*l8 Po4AA�je_ Covt_ 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 #h 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 diaphragm of roof and floor sheathingitrusses 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, f 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 1 Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LocaTesb oN LOT *lb PRCZO�DIS COVE 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 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. 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C��.b�ae� ® P. • Lot P� � Z- 1- 33 Fv- S aZocaa6LL ;st%e..r pair ba (t F®,r S)t ti�,<:av- W CLO1 —) S C 1 3)C S6d ,/C -Lr Fr i-A �df%Or 0401 =� S = C�•33)(,I 3 5o��C zr� tit LLa w.- 6-V � m qi t.�s use �( T f /� or a•C — 2 V 14ou civa�L w+LL be Fyvv" atiww+a, 5iw+pscamOr p`5cMC0 , ' ° � Sus,Q. �.s L#17Z�, 1�� SPr, MTsZ?B , •e�'t• . -See `AdXr See t FOY S eaK• W S o SLtee(,-- � N 1. - .M;e- Facet imode OF ttp- teNsicm both _ 'Sol. �5_ s vwy► m� �;o�w.s.. CLf4Y tke boCI7 W►LI c rY �.t out a..4 . lam. w UL »e4 to 5keaw cSF.—For A cow pk ti. faiLwrc ; {kw j > - ..7 r G,. L kp(j d0W-A Chau + ZY h Y t. M Toy e - Z Y Ind , Tu^si 2Y = 14 00 I b s C 2 x 4 p Lai , It 2 'S-y -- Zv s1.20D lbI ' C 2x 5Y 2� Z9oo lbsC Zx 8 pla,L , 2. 3Yp AtCcTE6G i Q i1 Q a (see de ",! of t to Tor t)j�. CAitaRu i CATHN) ti { © q CJY�te� gDl�tnsGQ ti` a cELr I' tEk M i s u 1 c ° LIVING AREA ins � a R,ATCFt murxm 1 - �`p ( e I PPORCHa, A4:1 Yf Lex CADS Al 1 a o I N 6-(DTQC..C7>4 {^4D"ti-G ClY a)or ENfA T v i M.. BATH _ { I cATH:t>Rxax6G DFLATCEL6i� ,�� 6FLnrCFXa� I { `� ba xd bxo Ak i I Iry kNSrEX Ci3fiM WSifJtMtlt BFLATCENW t { � aFurCEL6G t �� I t 3 eEDrmH t �'+, I I ,��cnstecRu � I 1 ------------- ----- ----------- TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) '`JHSAIL WALL$ 2Y&J'r 'r !� ROSES &N THE SMEAR WALLS TAKE WAS ESTA@U9ff11 ASSUNR4 THE FOLLOWING C TEMA UNLESS OTHERWISE, NOTED IN THE TABLE: AWOW SHEAV4 TO SUDS NALING SHALL BE Bd COMMON NAILS. B GW,BOARD TO SUDS NAAAYG SMALL BE Sd k 6d COLER NAILS FOR T!r&Sf6"THICK BOARD RESPECTIVELY. C)SOLE PLATE-COMM SIA ANkMPS SHALL BE I/�R�t0'LONG 41-Dwir(AM?SIM)FOR EXTERIOR WAILS OR Ilre>;T"ADHESIVE ANCHOR,SOLTS FOR INTERIOR WALLS. REO'D. I SINGLE OR 91E A7}l N6 TO STUDS FLOOR TO FT OOR DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING General tt4fe3: O 71+6"asp sRuae s•!Ir fiD D.e. 1, Roof pitch shall be 7:12,overhangs shall be 24"wide(max.). - (BLOCKED) 2. Roof trusses shall be preengineered prefabricated SYP#2 wood trusse 7lTQ LO56H) slHd£ 4 !Tr 60•D-r. 2 see sheet #10 for lumber specifications,nailing requirements,etc- ADDITIONAL taADDITIONAL NOTE6: �^ 1)FOR LOCATIONS MOUDED AS(D,INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL•B"ON SHEET f 10. 2)ALL EXTERIOR WAiIT OPFY6NG5 OTHER THAN 1HO MENTIONED ABOVE SHALL BE BOLTED t Ert 4i a aN04EET$20- '^�'TRUSSES SMALL BE STRAPPED TO TOP KARS OF BEARIM0 WALLS AS SHOWN ON ^H SHEET i10--STRAPFW MNL BE ADEOUATE TO RESIST SHEAR FOGS "14 UPLIFT FORCES. --^-ut FOL BOTH EXTERIOR#INTERIOR WALLS "+SPF ORAD OF LUMBER FOR --1"AL STTtAMNOS THAT IT 16 PAS 141 ISE toga �- Br~RCH ols ls� lj d o i 8S0 9tIL lb`Hl SNV3w S�wm ),�'d 803 SIHOdnS 31V103M31NE ONY S300.j �vo TVMa 5MNV S !)a 13 'd it�M 2!0!2!31x3 HOJNnI N 3HI S3 N_ � �� .l�--� �.� }��j� tlNt� S3`Jt13 l3NVd ld `JNI3tJdS `JNEIidN 3N1 53111N9153C1 8013VJ 3NRAINOM ONN $E H31RM Ml 01 1003 SAVMlV Si Z. =o ZT �tti i W-11 All �IJC4 ol, � � Vz rl� `. � �(D Vz of ill 1"Yt ,,I� f I C}}) (jafci) (u/qt) NO 01) Cu) (x►) .01 11_ ..'PY'1'0.. _J"t_ _A_ J4 PAGE 1 Date: 09/25/01 MANNING BUILDING SUPPLY LOG # : A0746 TRUSS DIVISION JOB # : JACKSONVILLE "'alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: # 1201 Address : 2440 South Beach Parkway Address: LOT 18 PARADISE COVE Jacksonville Bch, FL. 32250 llesigner: KEN -------------------------------------------------------------------------------- go Left Right �tyl Span I O.H. O.H. I Description -------------------------------------------------------------------------------- "" 1 20 ' 2 ' 2 ' T-1 GE 9 20 ' 2' 2 ' T-1 1 23 ' 3"8 0 ' 0 ' T-2 GE 6 23 ' 3"8 0 ' 0 ' T-2 1 23 ' 3"8 0 ' 0 ' T-2 GIR 2-PLY 1 25 ' 8" 2 ' 2 ' T-3 GE RAISED � 4 25 ' 8" 2 � 0 T-3 �� 4 16 2 of T-4 1 20 ' 9"12 2' 0 ' T-5 GE 5 20 ' 9"12 2 ' 0 ' T-5 1 20 ' 91'12 0 ' 0 ' T-5 GIR 2-PLY 1 21' 0 ' 0 ' T-6 GE 4 21' 0 ' 0 ' T-6 1 21' 0 ' 0 ' T7-H1 1 21 ' 0 ' 0 ' T7-H2 1 21 ' 0 ' 0 ' T7-H3 1 21 ' 0 ' 0 ' T7-H4 1 21' 0 ' 0 ' T7-H5 1 12' 0 ' 0 ' T-8 1 7 ' 9"8 2 ' 0 ' T-9 1 719"8 2 ' 0 ' T-9 GIR 1 719118 2 ' 0 ' T9-H1 1 9110" 2' 10111 0 ' 9 ' 10 H/J 1 7 2 ' 0 ' 7 ' E/J 2 5 ' 2 ' 0 ' 5 ' C/J 2 3 ' 2 ' 0 ' 3 ' C/J 2 1' 2 ' 0 ' 1' CJ " ** Hardware Roof ** 19 A HUS26 1-ply Truss Hanger 1 . 0 HGUS28-2 2-ply Truss Hanger ----------------------------------------------------------- ---------------- 50 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 8 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 58 - Total Trusses ------21' — -1---11'3'8--�- 19' --I 2. VEYTRUSS OFFICE AMOUNTS ERIFFYALLSPANSAND .1. 00 NOT CUT OR ALTER TRUSSES. UAS SS TRUSSES WILL BE BUILT IN STRICT T T-6 GE ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 W A. APPROVED BY � T-6 ED T9-HS I In APPROVAL DATE: T-9 ~ ~ DEL. DATE T7-HS T7-H2 MANNING BLDG . SUPPLIES T7-H3 in T7-H4 11155 PHILLIPS PKWAY PH# 258-8225 JAX. FLA. 32256 — LLF-T 7/12 PITCH 24" OH SO/CUT T-2 GIR O JOB: AO746 N CUSTOMER: BESTCON INC . cu T-2 LOC: LOT 18 PARADISE COVE U1 I l o DESIGNER: KEN PARKER T-2 GE (- 17'8'8 -�- 23'3'8 �- 19' -` 40 go 00 10 op 00 vp OP �* mw HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS26 2785 3325 1550 (14)16d (6)10dX1.5 TRUSS B HUS28 3380 3585 2000 (22)16d (8)10dX1.5 TRUSS C HGUS28-2 6245 7810 2650 (36)16d (20)10dX1.5 2 PLY TRUSS cn D SULJR 26 800 1000 765 (6)16d (6)10dX1.5 TRUSS UJI E SKP268LJR 1640 1800 655 (16)16d (4)10d TRUSS z F SULJR 210 1330 1660 1250 (16)16d (10)10dX1.5 TRUSS = G THJA26 2190 2740 1340 (16)16d (5)10d+(7)10d HIP JACK cn cn H HJC28 2740 3425 1840 (20)16d (6)10d+(8)10d HIP JACK I SKH410 L/R 1860 2330 1275,(16)16d (10)16d SYS 42 Z J THA422 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q K IUT312 1360 (14)10d (2)10dX1.5 I-JOIST Q L MIT316 2400 (12)10dx1.5 (2)10dX1.5 I-JOIST Lu M SKH312L\R 2160 25001 1505 1616d 1010dx1.5 I-JOIST N HU11 2185 2270 920 (22)16d (6)10dX1.5 1 PLY LVL O HGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 11335 4780 (56)16d (36)16d 2 PLY LVL Q ITGHD412L 8512 10640 8755 (56)16d (36)16d 2 PLY LVL R TGHD412R 8512 10640 8755 (56)16d (36)16d 2 PLY LVL S HUC4121F 6102 6801 3100 56)16d (36)16d 2 PLY LVL T HGUS5.25/12 9535 11335 4780 56).16d (36)16d 3 PLY LVL U HGUS7.25/12 9535 9665 4780 (56)16d (36)16d 4 PLY LVL y UL1 H16S NA NA 1600 10)10d (2)10d TRUSS ' O UL2 H16-2 NA NA 1600 (10)10d (2)l Od 2 PLY TRUSS w UL3 MTS12 NA NA 1000 7)10d EA. SIDE NONE TRUSS z UL4 HTS20 NA NA 1450 10)10d EA. SIDE NONE 2 PLY TRUSS 0 UL5 MGT NA NA 4200 22)10d PLUS UL6,UL7 UL6 PHD5 NA NA ILL4500 14 SDS1/4X3 ADD UL5 M UL7 PHD2 NA NA 3285 10 SDS1/4X3 ADD UL5 3 HC HURRICANE TIE NA INA 455 (4)8d (4)8d H25 HURRICANE TIE INA NA 415 (5)8d J5)8d H8 1HURRICANETIE, INA INA I 745 (5)10dX1.5 5)8dX1.5 NOTE: ALL UPLIFT CONNECTORS SHALL SE MARK "HC,H2.5,H8" UNLESS NOTED OTHERWISE. * INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE 7 ' Face Mount Hangers - Plated Truss Products Fasteners Doug-Fir Larch/So.Pine Spruce-Pine-Fir Madel Min. Allowable Loads Allowable Loads No. Heel Height Carrying Carried Uplift Floor Snow Const Uplift Floor SnowConst HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) !(115)j (125) 31/2 6-16d i 4-16d 113511265114551 1580 925 11050 1210 1315 _ HUS26 31/2 10-16d 4-16d 1135 '1800 12070 1 2245 925 51 1i 0 1735;, 1890 4�6 14-16d j 6-16d 1550 2565 2950 3205 1390 2155 2480 pop°°p p Min. HW ensions Fasteners pppp°p01 MNodel Heel Ga Carrying carried : Height H B Member Member pepppppp i Opp p p SINGLE 2x SIZES " i ppo0pp LUS24 2% 1'/16 3y 1y,, 4-1Od 2-10d ° ° o LUS26 4y 18 1/6 4% 1 j 4-1 Od 4-1 Od s bo° T S t o Y 4. 00 IO 1 HUS26 4W, 16 1% 5y, 3 14-16d 6-16d Typical HUS HGUS26 4y 12 1/, 5%6 5 20-16d 8-16d Installation HGUS28 Sy 12 1/ 7X6 5 36-16d 10-16d with Reduced ai Heel Height " o LUS28 43y 18 1/6 6% 1�; 610d 4-10d 9 HUS28 6y 16 1/ 7 3 22-16d 8-16d LUS210 4y 18 1 6 71/6 1% 8-10d 4-1 Od HUS210 By, 16 1% 9 3 30-16d 10-16d Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Model Avg Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const No. Ult (133) (160) (1 or) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) (115) 1 (125) SINGLE 2x SIZES PM LUS24 3850 465 490 640 7351 800 490 490 1 690 1 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 , 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 1 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905T3905 3905 1425 1425 3185 3585 3585 VP HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 1 935 890 1025 1115 HUS28 13167 20001 20001 3585 3700 3775 2000 2000 33803505 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 li HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Min. Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir Model Avg Allowable Loads Allowable Loads OR No. Height Heel Ga W H B Carrying Carried Uit Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow const Member Member (133) (160) (11 00) (115) (125) (133) (160) (1 0) (115) (125) DOUBLE 2x SIZES LUS24-2 2% 18 3% 3y 2 4-16d 2-16d 5303 565 565 765 880 960 465 555 640 735 800 LUS26-2 4SX, 18 3y 4% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26-2 4%, 14 3% 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 HGUS26-2 4y 12 3% 5X, 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 LUS28-2 4% 18 3y 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y 14 3%, 67y, 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5y 12 33, 7Y, 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650W3660 150 LUS210-2 67y 18 3y 9 2 8-i6d 6-t6d 10907 1550 1550 1765 2030 2210 1390 155030 HHUS210-2 8% 14 3% 81/ 3 30-16d 10-16d 22167 2855 3000 5190 5900 5900 2330 279575 HGUS210-2 7y 12 3%, 9A 4 46-16d 12-16d 28333 3415 3665 7890 8110 8225 2795 335560 TRIPLE 2x SIZES HGUS26-3 4y 12 41Y,, 4y 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 200080 HGUS28-3 53/, 12 41j, 7y 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 1 5335 61351 6665 HGUS210-3 7% 12 41X6 9y 4 46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 1 6745 7755 8430 HHUS210-3 8y 14 41y, 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 50401 5480 QUADRUPLE 2x SIZES ads HHUS210-4 By, 14 6y 8/ 3 30-16d 10-16d 22167 2855 3430 5190 5900 1 5900 2330 2795 4385 1 5040 5480 1.Uplift have been go 4x SIZES increased 33% LUS46 4% 18 3X6 4/, 2 4-16d 4-16dr6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 and 60%for HGUS46 4Y, 12 3% 4Y, 4 20-16d 8-16d 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 4% 14 3% 5y, 3 14-16d 6-16d 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading with no furtherLUS48 4y 18 3/, 6% 2 6-16d 4-16d 1140 1165 1265 1455 1585 925 1115 1050 1210 - - increase allowedHUS48 6y 14 3/, 7 2 1 6-16d 6-16d 1550 1550 1505 1730 1885 1315 ! 1550 1240 1425 1550Reduce by 33%HHUS48 6y 14 3/ 7 1 3 22-16d� 8-16d ; 2000 20001 3885 1 4465 4855 1860 2000 ; 3275 1 3765 4095 and 60%for HGUS48 5Y, 12 i 3% 7y„ 4 36-16d 1 10-16d 25180 26501 26501 6245 ! 7185 7810 2330 2650 5335 6135 6665 normal loading LUS410 6y, 18 3% 8% 2 8-16d 6-16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever HHUS410 83/, 14 3/ construction. 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 , 4385 5040 5480 HGUS410 7;(, 12 3y, 9 4 146-16d I 12-16d 28333 3415 3665 7890 86658665 2795 3355 6745 7110 7210 HGUS412 9% 12 3% 10Y, 4 156-16dI14-16d 35000 39851 4780! 9365 1 10305 10440 3260 3910 7130 7305 7425 101 HGUS414 11X, 12 3% j 127„ 4 166-16d116-16d 35000 4555 5000',10295 1 10525 10680 3725 4470 7295 75001 7635 i I (A0746-# 1201 - T-1 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4 7r —17 W 3 X 3% W3X3 8.09 M W3X5= W3X5 L--2-0-0---�J 1-2-0-0-3J 10-0-0 ► 10-0-0 _1 IE 20-0-0 Over Continuous Support R=146 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:l FL/2/1/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-75482 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FDR SAFETY PRACTICES PRIOR TOS TC DL 7.0 P S F DATE 0 9/2 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IRDIC ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BUTTON CN ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `Q�IF� �': BC DL 10.0 PSF DRW HCUSR151 01264065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEtlIATION FROM THIS DESIGN; ANY FAILURE TO v• j'• BUILD THE TRUSSES IX CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND f Y F j B C L L 0.0 P S F N C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN q ♦ Q j SPECIFICATION PUBLISHED HE THE AMERICAN FOREST AND PAPER .ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t T 0 T.L D. 37.0 P S F S E Q N - 28799 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DE StGN, POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �_/sf;�L RlO�•'r�wj D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESP ON SIHILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q C r Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER �, q L� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPi 1-1995 SECTION 2. Sep I 1 1 1 ;1 1 11 1 (A0746-# 1201 - T-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 5.38 TC From 114 PLF at 5.38 to 114 PLF at 14.62 TC From 54 PLF at 14.62 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4= W1.5X4 III W1.5X4 III 7 F— � 7 8.09 M W3X5= W3X5 W3X5(A1) = W3X5(Al) L--2-0-0-3-J L-2-0-0--J 10-0-0 I 10-0-0 J fE 20-0-0 Over 2 Supports j R=1138 U=671 W=3.5" R=1138 U=671 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.M QTY:9 FL/2/1/-/E/-/- Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F REF F R 1 5 1- -75483 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`t �'�~',�7"/Ay T C D L 7.0 P S F DATE 09/21/01 SIROCTONAL PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. V``•'•• . BC DL 10.0 PSF DRW HCU$RISI 01264066 `IMPORTANT" fUR NISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIXE ENGINEERED d t' YPRODUCTS. INC. SMALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I r �(N ��,( ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND s B C L L 0.D P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL IIA LE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION POBLI$HED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE �� F� T O T.L D. 37.0 P S F S E A N - 28802 CONNEC TOftS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 i EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i (L pRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =CSS;;�(.•�Q�:;�� D U R.FAC. 1.25 F R OM KP Alpine Engineered Products,IncInC. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS i 1 FL Certificate of uthorizat�k567 ANSI/TPIT1f1995NSECTIONCZLAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Sep ,1jQty`� SPACING SEE ABOVE (A0746-# 1201 - T-2 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 23.29 BC From 20 PLF at 0.00 to 20 PLF at 23.29 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 —I 7 7 I— W3X3% 2-11-13 91 n1 rF-4 101 191 191 Of f1i Ini Ini 8.09 M W 3 X 5 W5X5 I 14-2-4 1 9-1-4 1 c 23-3-8 Over Continuous Support j R=131 PLF W=23-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 QTY:1 FL/2/11-JE/-/- Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--75484 BRACING. REFER TU HIB 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ..yM(IWWh TC DL 7.0 P S F DATE 09/21/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1�" .�./•y/_y� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �% ••••••: � —IMPORTANT* FURNISH A COPY' OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••.'Y BC DL 10.0 PSF DRW HCUSR151 01264067 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ,tf , j��► BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fff �+' B C L L 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 2 * g SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO ;y:A ftt• Q T 0 T.L D. 37.0 P S F S E 0 N - 28812 EAC FACE OF TRUSS, AND UNLESS OT HER WISf LOCATED ON THIS DE 516X, POSITION CONNECTORS PER Vf" DRAWINGS If A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =G��•.R ORt� '� O U R.FAC. 1.25 FR0M KP Alpine Engineered Products,lnc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sjy� (r\� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER } '(� •• �v FLCertificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. Sep 2 R�pE SPACING SEE ABOVE 1 (AO746-# 1201 - T-2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 III 7 W1.5X4 $ 7 F— W3 W3X3 W2 3-3-14 8.09 M 142X5(Al) _— W5X5= W3X8= Wl.5X4 III 1— 14-2-4 I 9-1-4 FE 23-3-8 Over 2 Supports J I _I R=1143 U=625 W=3.5" R=1115 U=609 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 QTY:6 FL/2/1/-/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 1 5 1--75485 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADI SUN, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 09/21/01 PERF URHING THESE FUNCTIONS. UNLESS OTHERWISE ]ND IC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` b STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. v`,,.:.:��•T/i_ **IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •'(IFIL Y BC DL 10.0 P S F D R W HCUSR151 01264 068 PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO f •(� 2 L� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND t r{V �'' B C L L ,0 P S F H C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ♦ i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. E%CEPI AS NOTED. APPLY CONNECTORS TO I y"+I Q T 0 T.L D 37.0 P S F S E A N - 28806 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER BRANINGS 160 .A T. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i/-p':�l p10P-�w� D U R.FAC. 1.25 FR0M K P Alpine Engineered Products,Inc. RE SP UNSIBIL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. ME SUITABILITY AND USE OF THIS U G� �'n......,• 1181neS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep EN,�+' SPACING 24.0" FL Certificate of AuthorizationN567 ANSI/TPI 1-1995 SECTION 2. p weµ,,, (A0746-# 1201 - T-2 GIR 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required - �- BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 23.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 23.29 IN EACH ROW TO AVOID SPLITTING. BC 751 LB Conc. Load at 2.06, 4.06, 6.06, 8.06, 10.06 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 4515 LB Conc. Load at 11.17 THE BOTTOM CHORD ONLY. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nalls 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, 0 0.000' 1 12" 9 WIND BC DL = 5.0 PSF. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. W4X4(R) III RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X81e, t=I , (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC.DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X5 1?- 7 rW3 5 3-31-14 W3X6(A3) 8.09 M 143X8 III 148X8- W10X10 = W3X6 143X6(A 3) = 143X6 III I 14-2-4 I 9-1-4 I rE 23-3-8 Over 2 Supports _I R=6067 U=2660 W=3.5" R=3928 U=1790 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 QTY:1 FL/2/1/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN TC LL 20.0 P S F R E F 8 1 5 1--7 5 4 8 6 BRACING. REFER TU HIB-91 (HANG11NG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'UNUFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �+-4v TC DL 7.0 P S F DATE 0 9/2 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND[CATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 8C DL 10.0 PSF DRW HCUSR151 01264069 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(IFIL `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ••rGyQ•••• BUILD THE TRUSSES ]N CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SNIPPING, [MSTALLIN6 AND •�•� B C L L 0.0 P S F HC-ENG MRM/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY ISIONS OF NDS (NATIONAL DESIGN Nb SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , 2i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i 9 OF. •�� T 0 T.L D. 37.0 P S F S E A N - 28888 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S(n DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � 3�V1 . fl1QQ:f��, D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS l) ••.. \� Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S e��/rREU�,® SPACING 2 4.0" FL Certificate of Authorization#567 ANSItTPI I-I995 SECTION 2. P �..��11.. (A0746-# 1201 - T-3 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 25.67 TC From 54 PLF at 25.67 to 54 PLF at 27.81 BC From 20 PLF at 0.00 to 20 PLF at 25.67 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 F— -1 7 WU3 W3X5% W 3 X 3 W3X5 0 8.09 M —' 4 4 `— W04= W3X5 W5X5 L<2-0-0:�1 1ic2-0-0:I 12-10-0 _�_ 12-10-0 �I 8-0-0 r 7-8-8 t 9-11-8 25-8-0 Over CONT. Support J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/1/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 1 5 1--7 5 4 8 7 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANp BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOfR10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �yMr TC DL 7.0 PSF DATE 0 9/2 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S�F vY BC DL 10.0 PSF DRW HCUSR151 01264070 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ;'(� A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. IM STALLING AND j •�� BC LL 0.0 P S F HC-ENG MRM/MMA BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L'j's OF ��. TOT.L D. 37.0 P S F S E Q N - 28815 EACH FAr_E OF TRUSS, AND UNLESS OTHERWISE LOCAINGTED ON ICAIN [S DESIGN, POSITION CONNECTORS NAt PER %((X;; R NG A1Pine Engineered Products,Ltc. RE GPONSIBILDRAWINOITY SOLELYTFORHE STHE EA TRUSSICOMPONENT DEORA NDSIGNTSNOWNCE ACEPTATME CE SU[TABILITYOFE OAND USEIOFETM[S /)/F�,,p��P•\�� D U R.FAC. 1.2 5 F R 0 M K P Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILD ING DESIGNER, PER 11 Y FLCertiticateofAuthorization#567 ANSI/TPI 1-1495 SECTION 2. Sept' RE�ct1 SPACING SEE ABOVE ' I (A0746-# 1201 - T-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W4X4 W1.5X4 III W1.5X4 III 7 r (A) —1 7 W3X5 W5X7= 4 4 8.09 M W1.5X4 III W2X4(A1) _ W2X4(A1) W5X7 L<2-0-0SI= 15-10-4-- —I 12-10-0 12-10-0 8-0-0 7-8-8 9-11-8 I 25-8-0 Over 3 Supports R=667 U=412 W=3.5" R=1919 U=1039 W=3.5" R=69 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:4 FL/2/1/-/E/-/- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--75488 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OWIFRID DR., SOI TE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO `' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 09/21/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V,••••'••.'rI� ":IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED rp IFI BC DL 10.0 PSF DRW HCUSR151 D1264o�1 PRODUCTS INC. SN ALL NOT BE RESPONSIBLE FOR ANY DEV IATI DN FROM THIS DESIGN; ANY FAILURE TO E �•; � 1 7A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 2 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + j* B C L L 0.0 P S F FIC -ENG MRM/MMA SPECIFICATION PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F C UNNECTORS ARE RADE OF 20GA NT EASTM A653 GR 40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • Q'✓ T 0 T.L D. 37.0 P S F S E Q N - 28820 AC H {Cn DR AWING SE I6U Aft7SS ATPEU SE ASS O0 TT HR SI DR ANOl NGTINDIED CAT ESS A1) PT ANCEUS III PR OFEO SN ON AL ECT RS PER ENGINE ER ING 'G'IS1 ........ • OH�Q�•��i D U R.FAC. 1.2 5 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR INE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ••'' 11R1nPS Cit)',Ft. 33844 COMPONENT FUR ANY PARTICULAR BU ILO ING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER SepEN SPACING 24.0" Fl,Certificate ofAuthorization ll567 ANSI/TPI I 1995 SECTION 2. (AO746-# 1201 - T-4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N 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/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5 7 W1.5X4 III W1.5X4 III 7 F- 6-0-0 W5X7 4 4 1- 8.09 M W2X4(Al) W3X3 L-2-0-0-J I, 8-0-o T 8-0-0 12-10-0 I 3-2-0 �I I 1 16-0-0 Over 2 Supports —� R=952 U=424 W=3.5" R=756 U=315 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/2/1/-/E/-/- Scale =.3125" 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 R151--75489 BRACING. REFO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 ER TD'ONOFR IO DR., SUITE 200, MADISON, W] 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �.•'' �` `*IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ~ B C D L 10.0 P S F D R W HCUSR151. 01264072 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F3 S 4\lF� • � ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •••• BRACING FI TRUSSES. THIS DESIGN CONFORMS WIT APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =p,i • B C L L 0.0 PSF HC -ENG MRM/MMA SPECIFICATON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f.UNNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONN ECTORS TO L�Q� ^� � TOT.LD. 3 7.0 PSF S E Q N - 28824 7EACH FACE OF TRUSS, AND ONE ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }t(p V (V Alpine Engineered Products,Inc. RESPONGIBIDRAWINGLOITY SOLELYTHE FORyEA ON THTHE TRUSSICOMPONENT R NG DERA ING DSIGNTSHOWNES CfPTATHE N CEOSUITABILITYOAND USENAL INGIOfETHIS �y OR�O� •�� D U R.FAC. 1.2 5 FROM KP Haines City,FL 33844 f.OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e �,�c qB®EN M FL Certificate of Authorization#567 .4NSIITPI 1-1995 SECTION 2. J P .' SPACING 24.0 (A0746-# 1201 - T-5 GE ) THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :M8, M9, M10 2x4 SP #2 N: SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 20.81 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.81 W4X4 SHIM ALL SUPPORTS TO SOLID BEARING. —1 7 M9 7 M8 M10 r W3X5% 8-3-9 WH3 W3X5 W3X5 8.09 M 4 4 `_ W4X4 W5X5= 1,2-0-DSI I, 17-6-0 _I 3-3-12 9-7-12 r 9-4-4 r1-9-12� `E 20-9-12 Over CONT. Support - J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/I/-JE - Scale =.25" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -75490 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAE E TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. vj� BC DL 10.0 PSF DRW HCUSR151 01264073 **INPOR TANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NDT BE RESPONSIBLE FOR ANY DEYIATI GN FROM THIS DESIGN; ANY FAILURE TOil•'• ��( 7ALPINE BIT THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV iSIONS Of NDS (NATIONAL DESIGN = _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =A TE _� TOT.L D. 3 7.0 P S F S E Q N - 28841 EACH FACE OF TRUSZ.S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COFYONNECTORS PER {(rV;INC hh Of Alpine Engineered Products,Inc. RESPONSIB RDRAWOI TY SOLELYTHE FORSEA ON TTHE 7NUSSICOMPGNENT DESIGNTSHOWNCfPTATHE SUITABILITYOAND USEiOfETMxS C/Sp� D U R.FAC. 1.2 5 FROM K P Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se p'`S�RB®ENS SPACING S E E ABOVE FL Certificate ofAuthorizs6onN567 A NS I / T I 1-1995 SECTION 2. ,...., , (A0746-# 1201 - T-5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W6, W7, W8, W9 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED 144X4 CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS ---1 7 THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT W3X3 CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W1.5X4 III WH6 W6 W8 147 W9 7 I— W5 X5% (A) 8-7-10 (A W5X7 —' 4 4L W1.5X4 III W3X8 8.09 M W4X4= W3X5(A1) W1.5X4 III 1--2-0-0>I I_ 17-6-0 _1_ 3-3-1 9-7-12 9-4-4 T1-9-12 20-9-12 Over 2 Supports R=1185 U=707 W=3.5" R=995 U=542 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:5 FL/2/1/-/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 R151-75491 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'DNOFRID DR.. SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CN ORD SHALL HAVE PROPERLY ATTACHED G�MG'~�'p■"�°�M`� T C D L 7.O P S F D A T E 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JF�•^;:�rTI BC DL lO.O PSF DRW HCUSR151 01264074 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANI' DEVIATION FROM THIS DESIGN; ANY FAILURE TO •J�f,>,t� '- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND =* =O B C L L 0.0 P S F H C-ENG MRM/MMA 7A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRUY IS[ONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, Ex CE PT AS NOTED. APPLY CONNECTORS TO nom ¢ T 0 T.L D. 3 7.0 P S F S E Q N - 28835 p OF EACH FAf,E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t�C•.•� P,%•w D U R.FAC. 1.25 F R 0 M K P DRAWINGS 160 A-2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a �, 1. OD`�: Alpine Engineered Products,Inc. RE SPONGTHILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L S Haines Clt,,FL 33844 l'DMPOMENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e p`2T R(�D ENG SPACING 2 4.0" FLC'ertIfIC2te OfAuthorizatIDR#567 ANSI/TPI 1-1995 SECTION 2. ' (A0746-# 1201 - T-5 GIR 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required E� BOT CHORD 2x8 SP #1 :B2 2x8 SP #2 N: WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: NAILING SCHEDULE: (0.131x3.0_g_nails) :W6 2x6 SP #2 N: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 54 PLF at 0.00 to 54 PLF at 20.81 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 20.81 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 775 LB Conc. Load at 2.06, 4.06, 6.06, 8.06 THE BOTTOM CHORD ONLY. BC 777 LB Conc. Load at 10.06, 12.06, 14.06, 16.06, 18.06 W4X4= BC 444 LB Conc. Load at 20.06 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED 7 W 5 X 5 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 145X7 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER = SIMPSON HGUS28-2 7 r W6 FILL ALL NAIL HOLES. W5X5 i RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED 8-7-10 CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W W2 ri 8.09 M W3X8(A1) W5X9(R) III W10X10 = 62 W3X6 III 17-6-0 I 3-3-12 J �E 20-9-12 Over 2 Supports R=4456 U=1890 W=3.5" R=4515 U=2120 c PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/1/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--75492 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PU8L1SHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, HAD SDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO _,�M�� Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CH DRD SHALL NAVE PROPERLY ATTACHED F`(` `ep'/._y T C DL 7.0 P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. vv..••••.... **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •t�FIC BC DL 10.0 P S F D R W HCUSR151 01264075 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: ANY FAILURE TO fF11 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; UR FABRICATING. HANOL[NG. SHIPPING, INSThLLING AND t B C L L 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROtlISIONS OF NDS (NATIONAL DESIGN 4 =t SPECIFICATION PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO L-: 8 .4 T 0 T.L D. 37.0 PSF S E Q N - 28880 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� DRAWINGS 160 A-I. THE SEAS ON THSS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/Wti•�Z�R,��'�� D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ti Hanes City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se SPACING 2 4.O" FL Certificate ofAutholizationN567 ANSI/TPI 1-1995 SECTION 2. P .,„,,,,,.. (A0746-# 1201 T-6 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 21.00 BC From 20 PLF at 0.00 to 20 PLF at 21.00 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 F— —17 W3X3 W3X3 W8X8 W8X8 0-6-6 8.09 M —1 4 W5X5 4 � 10-4-4 � 10-7-12 J 21-0-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 0TY:1 FL/2/1/-/E/-/- Scale =.3125" Ft. ;.WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C LL 20 D P S F R E F R151--75493 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, MI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �..•..,;'/�i_ '"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(IFS -.tn�y BC DL 10.0 PSF DRW HCUSR151 01264076 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •,f,.{X,� 7ALPINE BUILD INE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING ANO 4 i BC LL 0.0 PSF HC-ENG MRM/MMA BRACING OF TRUSSES. THIS OESI GN CONFORMS WITH APPLICABLE PROW ISE ONS OF NDS (NATIONAL-DESIGN 1 d t SPECIFIC.ATI UM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F • # CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO S�•� A Q TOT.L D. 37.0 P S F S E O N - 28875 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s�n p1Q• ` D U R.FAC. 1.2 5 FROM K P DRAWINGS 16D A-Z. THE SEAL GN THIS ORANING INDICATES ACCEPTANCE GF PR Of ESSIONAL ENGINEERING ?Cu•••F Tl P''r��p Alpine Engineered Products,Inc. RESPONSIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONN. THE SUITABILITY AND USE OF THIS '•••••" ��d Haines City,1'I. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertifieateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Sep SPACING SEE ABOVE (A0746-# 1201 - T-6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0.12" DUE TO DEAD LOAD. SHIM ALL SUPPORTS TO SOLID BEARING, HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W4X4 W 3 X 5 W 3 X 5 7 17— 7 146X6= 0-6-6 J 4 4 E- 1 W1.5X4 III W1.5X4 ul 8.09 M W3X5(F2) W3X5(Al) 10-4-4 10-7-12 21-0-0 Over 2 Supports- R=1025 U=562 R=1030 U=564 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/2/1/-/E/-/- Scale =.3125" Ft. `"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151--75494 "RACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5"3 1) OFRIO DR., SUITE 200, MADISON, M1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE EDNCTION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 T C D L 7.D P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {��,�. ��'. r 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,FSI'" BC DL 10,0 PSF DRW HCUSR151 01264D�� `PR"DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7A L P I N E BUILD IHE TRUSSES 1N CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SN IPPIN6, INSTALLING ANO F `C��`i �.,P BRACING OF TRUSSES. IH IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �{ B C L L 0.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS SOCIAT IONj AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO C p: c OF i4 TOT.L D. 37.0 P S F S E 0 N - 28869 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED BN THIS DESIGN, POSITION CONNECTORS PE0. i •7 Gs D U R FAC. 1.2 5 FROM K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING t C/••. �C�R+O�„� Alpine Engineered Products,Inc. RESP ONSIU ILiTY SOLELY FOR THE TRUSS COMPONENT DES[GN SHOWN. THE SUITABILITY AND USE OF THIS i p �l� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR OU ILDING IS INE RESPONSIBILITY Uf THE BUILDING DESIGNER, PER ti FLCertifiateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Sep � �N SPACING 24.0" (AO746-# 1201 - T7-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W3X5= W3X5= W1.5X4 III W3X5= W5X5 7 W1.5X4 III 6-2-5 W5X7 4-8-13 J 4 4 �— W3X5 W3X5 8.09 M W1.5X4 III W3X3 I� 10-4-4 18-6-0 T 10-7-12 1_ 2-6-0 _I � I 21-0-0 Over 2 Supports j R=1028 U=366 R=1028 U=345 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL/2/1/-/E - Scale =.3125" Ft. **WARNING** TRUSSES RED U IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20 0 PSF R E F R151--75495 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •`(� TC DL 7.0 PSF DATE 09/21/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v� ��/- p `*IMPORTANT** FURNISH .A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �`(a'_meq , -r(�'. BC DL 10.0 PSF DRW HCU$RTSI DI2641)�8 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 �E�v�GJ` P ALPINE BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR fABRiCATING, HAHDLING, SHIPPING. INSTALLING AND B C L L D,0 P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN • j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t S CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L 9'. JQ TOT.L D. 3 7.0 P S F S E O N - 28866 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i /� /r P'•"www, D U R.FAC. 1.2 5 FROM K P DRAWINGS ]60 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIDNAL ENGINEERING =C��; pq}0 r `� Alpine Engineered Products,Inc. RESPOHSIB ILITY SOLELY FOR THE TRUSS COMPONENT DEStGN SHOWN. THE SUITABILITY AND USE OF THIS i p N�` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE HUILOT NG DESIGNER, PER $e t�i�y��Y•�" SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2 P w,,.,.N•' (A0746-# 1201 - T7-H2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT• SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. SHIM ALL SUPPORTS TO SOLID BEARING. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W3X5= W3X5= W1.5X4 III W5X7 LI � 7 W 3 X 3 7-4-5 W5X7 = 4-8-13 4 4 W3X5; W3X5 8.09 M W1.5X4 III W1.5X4 III 16-6-0 _I__ 4-6-0 10-4-4 T 10-7-12 f� 21-0-0 Over 2 Supports R=1028 U=371 R=1028 U=368 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 QTY:1 FL/2/11-JE - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--75496 BRACING. REFER TO HIB-91. (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL A7E INSTITUTE, 583 O'ONOFR[0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _..MMMM.yy T C D L 7.0 P S F DATE 09/21/01 PERFORMING THESE FUNCT10N5. UHLESS OTHINMISE INDICATED, TOP CHORD SH hLIE HAVE PROPERLY ATTACHED ,/".'�I`I\' �w�/�`{ STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. f' `• •••••W,��/�/ BC DL 10 0 PSF DRW HCUSRI5] 01264079 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IN CONTRACTOR. ALPINE ENGINEERED A•.�' PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS ❑ESLGN; ANY FAILURE TO S(`A •4J.�.�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = •V �•: BC LL 0.0 P S F HC-ENG MRM/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ;r j 82 _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2 9 �', �¢. TOT.L D. 37.0 P S F SEAN - 28860 EACH FACE OF T0.USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (n p DRAWINGS 1b0 A Z. THE SEA L ON THIS DRAWING INDICATES ACCEP TANCE OF PROFESSIONAL ENGINEERING �Qk%. 0p10 G\�� OUR.FAC. 1.2 5 F R 0 M K P AI Alpine Engineered IVIOdllCfS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND IISE OF THIS U Haines City,FI 33844 COMPONENT FUR ANY PARTICULAR BUILDiNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se= Fp�p E SPACING 2 4.0" FL CXrtifiXateofAuthotizetion#567 ANSI/TPI 1 1995 SECTION 2. p I I .I 1 11 1 - (A0746-# 1201 - T7-H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N 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) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W3X5= W3X5= W1.5X4 III W5X7 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. --1 7 W 3 X 3 8-6-5 (A) W5X7 = 4-8-13 � 4 4 L— W3X5 W3X5 .09 M W1.5X4 III W1.5X4 III 14-6-0 _I_ 6-6-0 10-4-4 Ic 10-7-12 fE 21-0-0 Over 2 Supports R=1028 U=390 R=1028 U=385 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 2 1 E Scale =.25" Ft. *BRA R NTNG—REFER TRUSSES HIB HIO-91 EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--75497 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, HI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.Q P S F DATE 09/21/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI CATEO, TOP CHORD SHALL HAVE PROPERLY 'ATTACHED L/.``•GG STRUCTURAL PAXELS, BOTTOM CRORD SHALL NAYE A PROPERLY ATTACHED R16[D CEILING. vF�••• ,r�j BC DL 10.D PSF DRW HCUSR151 D1264D91 "`IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j .( %PROD UCTS, IMG. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AF ��` • �.��j BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i A _V ��:� B C L L P S F H C-ENG MRM/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =• SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER AS50CIATIONJ AND TPI. ALPINE TOT.L D. 37.0 P S F S E Q N - 28857 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i9/V EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CUNNEC TORS PER t��• DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •y� [ORIQP:• ��. D U R.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONS18111TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS U� T�{ cc Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e Ziy�pB� .. ' FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. P SPACING 24.0' (A0746-# 1201 - T7-H4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.31 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W1, W2 2x4 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. HANGER = SIMPSON HUS26 SHIM ALL SUPPORTS TO SOLID SEARING. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W3X5= W3X5= W4X4= CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT W3XCATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. —1 7 W1 W2 W 3 X 3 9-8-5 (A) W5X12 = 4-8-13 —I 4 4 W3X5 WU5 .09 M W1.5X4 III W1.5X4 III 12-6-0 _(_ 8-6-0 10-4-4 T 10-7-12 21-0-0 Over 2 Supports R=1031 U=410 R=1031 U=393 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL/2/1/-/E Scale =.25" Ft. `"RAR N[NG*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMC) T C L L 20.0 P S F R E F R 1 5 1--75498 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PER THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY AT T C D L 7.0 P S F DATE 09121101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �C'L �• 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ••� BC DL 10.0 PSF DRW HCUSR151 01264080 PRODUCT SHALL INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO >�1�_ A L P I N E BUILD THE TRUSSES IN CONFORMANCE M[TN TP[; OR fABRICATING, HANOL[NG, SHIPPING, INSTALLING AND F ��i B C L L 0.0 P S F H C E N G MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMEAICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ , •'+t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT .AS NOTED. APPLY CONNECTORS TO L 9:� S TOT.LD. 37.0 PSF S E Q N - 28854 OF EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN •4, OghO 1� D U R.FAC. 1.2 5 F R 0 M K P DRAWINGS 160 A-2. THE SEAL UN THIS DR AWTNG IND CATS ACCEPTANCE OF PROFESSIONAL SSION AL ENGINE E0.ING {��• /C l� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S S _ 1'18inCS City,F1. 33844 COM➢ONENT FUR ANY PAR iILUL AR BY TLD[N6 [S INE RE NS[B HE NY OF TME BUILDING DES ER, PER �( G FL Certificate of Authorization#567 ANSIITPI I-I9ss sECTIDH 2. Se P RL)D E� SPACING 24.0" (A0746-# 1201 - T7-H5 ) THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.89 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W1, W2, W3, W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. 143X5= W3X5= W5X5 z� CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS W3X5 THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. -17 W3 W (B) 10-10-5 (A) W W4 W3X3 W5X12 = 4-8-13 4 4 ` W3X5% W3X5 .09 M W1.5X4 III 141.5X4 III 10-6-0 _IF 10-6-0 10-4-4 T 10-7-12 IE 21-0-0 Over 2 Supports R=1039 U=430 R=1039 U=402 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.20 0TY:1 FL/2/1/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F REF R 1 5 1- -7 5 4 9 9 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR„ SUITE 200, MAGISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ,.�yN TC DL 7.0 P S F DATE 0 9/2 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS 0TH ERN ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDE/rr,` � STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V 'IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' 1 B C D L 10.0 P S F D R W HCUSR151 01264081 %PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN; ANY FAILURE TO �� •••••>�� ALPINE BUILD THE THUSSES IN CONFORMANCE W[TH TEE; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND B C L L O.0 P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THtS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .t CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL, E%CEPTAS NOTED. APPLY CONNECTORS TO .p:' F* TOT.L D. 37.0 P S F S E 4 N - 28851 TE OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS (ESI GM, POS IIIDN CONNECTORS PER }�^• i�( DRAWING, ]60 A-Z. THE SEAL ON THIS ORA WING INOICAT ES ACCEPTANCE OF PROFESSIONAL ENGI NE Eft INC 9 V��r.r��RIOP-`�`i+af D U R.FAC. 1.2 5 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA81LITY AND OSE Of THIS i (. 1'lEI1IeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDINGi IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se }�x G� FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. P 7L AD L SPACING 24.0" (A0746-# 1201 - T-8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 17.13 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. W3X3= W1.5X4 III W3X3= RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 9-0-7 (A) (A) (A) 9-0-7 .09 M W1.5X4 III W3X8= Wl.5X4 III <E —12-0-0 Over 2 Supports- � R=444 U=255 W=3" R=444 U=255 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/1/-/E Scale =.25" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--75500 BRACING. NET ER TO HID 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO M' T C D L 7.0 P S F DATE09/21/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CMORO SHALL HAVE PROPERLY ATTACHED '` tt STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. J�`....� �/�_ "IMPORTANT*` FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEEREO ��F 'Yfl�_ SC DL 10.0 PSF DRW HCUSR151 01264082 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND �� B C L L .(] P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f t{ CONNECTORS ARE MAGE OF 20GA ASTM A653 GR 40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO >!�:" E Q T 0 T.L D. 3 7.0 P S F S E A N - 28846 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERTL�(�1/°•, /C`� o,OP, • D U R.FAC. 1.25 F R 0 M K P DRAWION S NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING " (;L�(�� P�IHai ees c�,F Lr3333844 Inc. COMPONENTTIFORYANYYSOLELY PARTICCULAREBUILDINGUSS C OISOTHETRCSPONSIBIUWN.LITTY OF THE BUILDIINGTHE SUIT ABIL IT YBESIGNERAN D SEPER THIS ' FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2, Sep'3J,, SPACING 24.0" -1 (A0746-# 1201 - T-9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N 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/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W1.5X4 III 7 F- 4-10-13 gsl 8.09 M W2X4(A1) = W1.5X4 III L-2-0-0--:i;--J <-7-9-8 Over 2 Supports R=560 U=295 W=3.5" R=338 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 OTY:1 FL/2/1/-/E Scale =.375" 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 R151-75501 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ON 0FRI0 UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO rryy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �I,`��• � TC DL 7.0 P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .�••"••�•• `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r,A �t IF� BC DL 10.0 PSF DRW HCUSR151 01264083 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, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG MRM/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN : _ Z SPECIFICATION PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4A 1 t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i �•-yl � Q TOT.LD. 37.0 P S F S E O N - 28831 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^ P. DRAWINGS 160 A Z. THE SEAL (IN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'C�s•�•-�Qq,Q,='�� DUR.FAC. 1.25 FROM KP AlPine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FI. 33&14 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSMILITY OF THE BUILDING DESIGNER, PER Sep rw•• C»p,,,� SPACING 24.0" FLCeltificateofAuthoXizationll567 ANSI/TD] 11995 SECTION 2. (A0746-# 1201 T-9 GIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense 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. GIRDER SUPPORTS 9-11-9 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III 7 F- 4-10-13 ff 8.09 M W2X4(A1) = W1.5X4 III L-2-0-0-IJ — 7-9-8 Over 2 Supports---- r R=1016 U=525 W=3.5" R=787 U=450 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/1/-/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 R151-75502 ORACI NG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHEU BY TPI (TRUSS PLATE INSTITUTE, 583 ULLNOTRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �r•.r••rW T C D L 7.0 P S F DATE 09/21/01 PERE ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 01264084 *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI Wf EREU j •PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO - I �: B C L L 0.0 P S F H C-ENG MRM/MMA A L P I N E BRACING OF TRUSSES. 7H IS DESIGN CONFORMS X[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * i 4 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9: •� TOT.L D. 37.0 P S F S E Q N - 28827 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER = OF DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C/�'AlR%0--Z�', D U R.FAC. 1.25 F ROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN_ THE SUIIAB ILITY AND USE OF THIS s U �`'a.... .•U�\� FL Certificate ofA thorizatin#567 ANSI/TPIT1F1995NSECTION2.CULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER S e�I�t rT��{` SPACING S E E ABOVE (A0746-# 1201 T9-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L1360.00 LIVE AND L1240.00 TOTAL LOAD. W1.5X4 III W5X5 W1.5X4 7 (- 4-5-5 8.09 M W3X5 W2X4(A1) = W1.5X4 III L--2-0-0-J 0-9-8 L_ 7-0-0 I I L 7-9-8 Over 2 Supports R=489 U=270 W=3.5" R=663 U=350 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/2/1/-/E/-/- Scale —WAR N ING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F REF R151--75503 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 700. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 0 9/2 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 01264085 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRUDUC TS, INC. SHALL NOT BE RE SP UMSIBLE FOR ANY DEVIATION FROM THIS[S DESIGN; ANY FAILURE TO } �9L >,:�` A L P I N E BH ILD THE TRUSSES IN CONFORMANCE W[TH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND } •� F: B C L L 0.0 P S F H C-ENG MRM/MMA BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.OVI5IONS Of NDS (NATIONAL DESIGN = * 1 SPEC ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •� _� TOT.L D. 37.0 P S F S E A N - 28883 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s S ETE OF ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q • D U R.FAC. 1.2 5 FRO K P DR ANINGS l0`0 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •• 0R1 P 4� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR INE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i�• ........ \� Maines Cit}', 1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER St: } i1 ,, FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. P SPACING SEE ABOVE (A0746-# 1201 - 9'10 H/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 12.22 M R=221 U=322 W3X5 4.98 (- 4-5-5 8.09 M 0-0-1 W1.5X4 III W4X4= R=308 U=225 W2X4(Al) L,-- -2-10-11 —1 9-11-12 _I 9-10-0 Over 3 Supports —� R=505 U=581 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.20 OTY:1 FL/2/1/-/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 R151--75504 BRACING. REFER TO HID 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 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED E/�' w TC DL 7.0 PSF DATE 09/21/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED V•'"�•��• ��p BC DL 10.0 PSF DRW HCUSR151 01264086 PR ODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR AXY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `VtIFICgr�� A L P I N E OU 7HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ,�i B C L L 0.0 P S F HC-ENG MRM/MMA BRACING Of TRUSSES. THIS DES IGX CONFORMS WITH APPL ICA8LE PROVISIONS OF NDS (NATIONAL DESIGN i N&471 SP EC ll:ATI ON PUBLISHED BY THE AME�IC..AN FOREST AND PAPER ASSOCiAT7 ON) ANO TPI. ALPINE >f f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �.��. pT^TE OF =Q T 0�.F D. 3 7.0 P S F S E 0 N - 28904 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. Vf DRAWINGS ]60 A-z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGTNEERIN6 �CyAp�. '��ORIQP•:•W D U AC. 1.25 F ROM K P Alpine Engineered Products,Inc. RE5PONSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t p ••.... .• \� Tlaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PE0. S e;' R[�7i EN FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. P" SPACING SEE ABOVE A . - (A0746-# 1201 - 7' E/J I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5,0 PSF, WIND BC DL = 5.0 PSF. 12.20 M R=199 U=180 7 4-5-5 8.09 M R=97 U=180 W2X4(A1) -2-0-0 ��E 7-0-12 _I 7-0-0 Over 3 Supports —� R=525 U=284 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL/2/1/-/F - Scale =.5" Ft. **WARNING,*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--75505 1RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'0NOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 490— TC DL 7.0 P S F DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CM0R0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •••••.'r "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED Sa tlFi HC DL 10.0 PSF DRW HCUSR151 01264087 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO !�' •.rS A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDId NG, SH IPP[NG, INSTALLING AND Y � BRACING OF TRUSSES. THIS DESIGN CONFORMS W[iH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S • • B C L L 0.0 P S F H C-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NU TED. APPLY CONNECTORS TO 2 OF PQ' TOT.L D. 3 7.0 P S F S E O N - 28891 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �l• a DRAW 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i��..� pI�••� D U R FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBII ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �r C Ilsllles City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sem TJEA SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. P �..,....•0 (A0746-# 1201 5' C/J ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 11.03 M R=125 U=180 7 F 3-3-5 8.09 M R=62 U=180 W2X4(A1) L.--2-0-0 �� 5-0-12 _I —5-0-0 Over 3 Supports R=440 U=323 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL 2 1 - E - - Scale =.5" Ft. ""WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--75506 BRACING. REFER TO MIR 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO MF PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO, TUP CHORD SHALL HAVE PROPERLY ATTACHED �1 'm,ry•/_.) T C D L 7.0 P S F DATE09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTAC RED RIGID CEILING. V,.••••••.'�G, "IMPURTAN7*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENED `' (7a`j1F1(!••• BC DL 10.0 PSF DRW HCUSR151 01264088 PR UDUCTS. INC. SHALL NOT BE RESPONSIBLE f00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ••.� YA L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN • t �- '* B C L L 0.0 P S F HC-ENG MRM/MMA SPECtf ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NDYED. APPLY CONNECTORS TO = ST T 0 T.L D. 37.0 P S F S E Q N - 28901 1 �. EACH FACE OF TR OSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PR OFE GSION.4L ENGINEERING �s�s �Ct ` �,�• D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS t F ry G��f Hames City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S 2 p •E�IE�«'' S P-AC I N G 2 4.0" FLCertificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. •,...,w•' (A0746-# 1201 - 3' C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 9.86 M 7 F-- R=35 U=180 2-1-5 8.09 M R=25 U=180 W2X4(A1) LQ--2-0 0 �E 3-0-12 ——- �-3-0-0 Over 3 Supports R=374 U=301 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 QTY:2 FL/2/1/-/E/-/- Scale =.S''/Ft "WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--75507 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 09/21/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ski.•••.�•//i_ -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERYDt�F� Yf(�_ BC DL 10.0 PSF DRW HCUSR151 01264089 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •� �-1 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND F•l BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f S 82 •t BC L L 0.0 PSF HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F �� .L D. 37.0 PSF SEAN - 28898 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. 9 Y. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO = ', TOT EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engineered Products,Inc. DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING =C�s1R�QR�QQ'` 1 D U R.FAC. 1.25 FR0M K P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ENG ofAuthorization#567 ANSI/TPI 1.1995 SECTION 2. Sep SPACING 24.0" (A0746-# 1201 - 1' CJ ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 7 8.70 M 0-11-5 �— -Am 09 M W2X4(A1) 1-0-0 Over 3 Supports RR=4788UU�=425 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 QTY:2 FL/2/1/-/E/a- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R151--75508 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO Mr T C D L 7.0 P S F DATE 09/21/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'"``{{ STRUCTURAL. PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 10.0 P S F D R W Hl,H5R15I 01264090 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, SHIPPING, INSTALLING AND fff / F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNj B C LL 0.0 PSF HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE = CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ;p: =Q T 0 T.L D. 37.0 P S F S E Q N - 28894 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S, /C� A1aP f_L(Ai D U R.FAC. 1.2 5 FROM K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �! Alpine Engineered Products,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPUNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS \ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER i FLCertiticateofAuthorization Y567 ANSI/TPI 11995 SECTION 2. SeP SPACING 24.0' SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE + (1) 2X4 "L" BRACE + (2) 2X4 "L" BRACE ++ (1) 2X6 "L" BRACE + (2) 2X6 't" BRACE ++ GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUF A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP 6 SPF 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4" 1'" 6" 6 6' 6" 8 7 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR W ® STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 1 11' 6" 14' 0" 14' 0' 1 2 STANDARD 2 STUD r-� 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD1 #3 ISTANDARD SP #2 4' 6" 7' 3" 7' 10" 1 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE 0,2 DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 kA.;J STUD ST�vSTANDARD 4' 3" 5' 8" 5' 8" 7 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' O" SNDRD STAN SPF 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" (moi u STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" W ® y 1F STANDARD 4' 8" 6' 10" 6' 10" 9' O" 9' 0" 11' 9" it' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: HEM-FIR 1 5' 3° 8' 4" 9' 0" 9' 11" 10' 6" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR SP #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 111 w 3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" F•� r-I DFL STUD 4' 11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9" 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 �J d 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11" 2" 13' 0" 13' 4"' 14" 0" 14" 0" 14' 0" 14' 0" T k P F 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" �J 7�F STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" O 1 1 STANDARD 5' 2" 7' 11" __77_1_1" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: �+ 1 5' 10" 9' 2" 9' il" 10' 10" 11' 9'" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" C SP #2 5' 9" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (� #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8'" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFL STUD 5' 6" 9' 2" 9' 4" 10' 10" il' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINuous elaRtNc (5 PSF TC DEAD LOAD) STANDARD 5' 4" 8' i" 8' 1" 1 10 8" 10' 8" 1 3" 0" 1 13' 4" 14' 0" 14' 0" 14' 0" 14 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMjOUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG, GABLE TRUSS I + ATTACH EACH "L" BRACE WITH IOd NAZIS. * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 #2N OR BETTER IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T **FOR (2) 't" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 1:��1B" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL I BRACE IS USED CONNECT ..L.. L f + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 610y BRACE MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES BETTER DIAGONAL 2X4 STUD, y3 OR 1I VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. OR DOUBLE CUT L 1 + + + GREATER THAN 4' 0 BUT 2X4 (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS 13-16 + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAINING S10015E X-WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, r ri. DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V / DRWG 510015EN0699 ENGINEEREDIMPORTANPRODUCTS,HINC.CSHALLL NOTOPY OF BED RESPONESIGN SIBLE FOR INSTALLATION ADEVIATICONTRACTOR. DEVIATION RTHISLPINE f .•�j�F�Q,9," ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ;C� -ENG 7 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH f APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE t • _ �' A AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA I A� ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ='�'. (. TOT. LD. 60 PSF ALPINE ENG)NEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �ST POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALOR\�P' t ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �• pED EN�'� MAX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER SYN. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET—IN VERTICALS BETWEEN CHORDS SIZE OVERLAP' MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 t++ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X I 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERTICAL + 42X4 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE 'T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 7. + 15 FT 2x6 40 7. 50 7. 110 MPH 2x4 10 7 10 7• 30 FT 2x6 50 7. 50 7 100 MPH 2x4 10 7• 10 7• Ll 15 FT 2x6 30 7• 50 % 100 MPH 2x4 10 7 10 % 19 30 FT 2x6 40 7. 40 7. + + 90 EFT 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 152x6 20 % 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 2x4 10 7 10 7. 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 30 2x6 30 7. 50 7. HAND DRIVEN NAILS: 80 MPH 2x4 10 7. 20 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 7 30 % h' 80 MPH 2x4 20 7 10 7• REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD, MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 % 40 7. TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 % 20 7. AND BOTTOM CHORD. 15 FT 2x6 0 % 20 7. 70 MPH 2x4 10 % 20 7. GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE TRUSS SPACED AT 30 FT 2x6 10 7 30 7. 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030ENO699, A09030ENO699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015ENO699, S08015ENO699. S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S1103OENO699, S10030EN0699, S09030ENO699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE IIAILSMAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294 M5 *WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET—IN VERT 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 OTHERWISE INDICATED, DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,`GQ HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG GBLLETIN0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •e", ACq FI ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, �•(� —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ '�IS N'47182 • AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF s'p; A X TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �'isi;°t OR10P'• R. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE t p0•ENG� MAX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 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. T—BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L—BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. vz (*) 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. INSTALLINGBY TI (TRU AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED FOR SAFETY PRACTICES PRIOR TO SS PLATE INTITUP RFORMINGO00 TOHESEO FUNCTIONS,583 D' R., SUITE2UNLESS, MAIOOTHERWISE I DWI. )ICATED, C DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��• �' C DL PSF DRWG BRCLBSUB0699 xxIMPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEj �.•<• ALPINE DESIGNEAND PAILUREDUCTSTO BUILD ATHE LL OTRU SES INT BE OCONFORMANCE WITH TPILE FOR ANY TIOR FABRICATON FROM ING, { `_��F�Q� LL PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH S( ''••FF•�.�✓ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 R =' Iib.471 I' T. L.D. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM • 1► TRUSSA653 GR40 GALV. STEEL AND, UNLESS OTHERWISEEXCEPT LOCATEDSONOTHS DESIGN, POLY SITIONS TO EACH ACE OF x77•' SAE O ALPINE ENGINEERED PRODUCTS,INC. S POMPANO BEACH,FLORIDA DRAWINGS 160 ASP THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL C, Al OR%I)v R. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE t SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE .••••• �� pACIN G RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.