Loading...
608 Paradise Ct (vault) JOB.A.DDRFSS 6 cL :oma/-& TYPE WOM PROPERTY OWNFW . m.EpHom CONTRACTORTELEPHONE PIUZW 'NiTMSER �' DATE INSPECTIONS: FOOTnVVG 3 b I SLAB T H BEAM LINTEL NAILIlVVG/SHF.ATSING FRAAMVGXOVER UP IIVSMNON -- MNAL BUILDING / CATE OF OCCUPANCY /7 -27 y ELECTRIC4L PERhdan � I2VSPEC77ONS ROUGH FINAL � , AMCHA,NIC9L PE MM a 7 Z.-- INSPECTIONS ROUGH FINAL w' } PLUMBING PMUffn l I ( I INSPECTIONS tROUGUIUNDER SLAB TOPOUT WA TE RISE WE R FINAL NOTFS. /n�1� /nCITY OF ri,� /3 t& eacA- Office of BuildingOfficial REQUEST FOR INSPECTION Date —0` Permit No. ~�� T Time } e Received Job AddreS j "1_�" Locality Owner's I Name ` Contrac BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ o in- —Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab AnV.EOR NSPECTION Mon. ues.P A OL� Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ C"# Certificate of Occupancy ❑ 1� Date nj�� /nCITY OF 0;&w 'd^ Office of Building Official REQUEST FOR INSPECTION Date — 7:7 ' /2 Permit No. ��?Z TimeA.M. Received r P.M. (� --Io address '77-2-9 U ` Locality O�er's Nartra" Contractor BUILDING CONCRETE ELECTRICAL UMBING MECHANICAL Framing 1-1Footing ❑ Rough Wiring ❑ o Air Cond.& Fj Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday i(— ]S� A.M. Inspection Made 0 PM. Inspector < Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4 4i4-c /3eacA- Office of Building O lal REQUEST FOR 1 PECTION Date 2- 077-01 Permit No. Time Received Job Ad ss Locality Ownaim ' Contracto CONCRETE ELECTRICAL PWMBING MECHANICAL Framing 11 Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation intel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday `\�y A.M. Inspection Made ��\V� \ P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 3.7 f- 7 ""��f CITY OF P A► � Bim-49 NOVO of Building Official tJ� ET FOR SPECTION Date j Permit No. Time .� Received r RM. ' Job Address �calfty e's Namv Name Contractor — BUILDING ELECTRICAL PLUMBING MECHANICAL Framing ❑ f ------ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Wed. Thurs. Friday M. Inspection Made Inspector `,,�� Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF >r4#sf - Be=A-lks da 3 i q Office of Building Official (� REQUEST FOR INSP CT N air�{ Date � T` 0 ermit No. Time A.M. Received Job Add re Locality Owner's Name — {1 C Contractor CONCRETE cLECMCAL cMN <,_MECAIC Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulatio - ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ G READY FOR INSPECTIO � ��Ij Pre fab 4� A.M. Mon. Tues. \ Wed. Thurs. Friday M. V'�� \�\ Inspection Made A.M.PM. Inspector Final Inspection ❑ f y Certificate of Occupancy, ❑ Date CITY OF ate-14 y ice f Building Official / - ���, 2 OR INSPECTION 3 qq1 Date /cC Permit Nde> Q U Vy Time . Received P,M. 0,3 Job Address Locality twnr's / _._ SCr'Do��DING CONCRETE ,ELECTRICAL PLUMBING MECHANICAL ;Framing ❑ Footing virfrrg ❑ oug ❑Air on ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab R NSPEGTION Mon. Tues. Wed. 4rs, Inspection Made PM —tor Final Inspection ❑ Certificate of Occupancy ❑ ,� Date 11//� CITY OF //}}//-�__ ��_ 4�1�iC BeacA-"t+f�'ZLi 4 Office of Building Official REQUEST FOR INSPECTION �( Date Permit No, 00,2 so U Trove A.M. Received D P.M. Job Address Locality Owner's � � f Na Q / ( b Contractor ._p1r BUILDIN CONCRETE \ELECTRICAL' PLUMBING MECHANICAL L11Footing ❑ +rtfig o ] ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ C�D�P,=}� READY FOR INSPECTION Pre Fab U e -U, y-M-- Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection El { J7/ / Certificate of Occupancy ❑ 5/�J ` " 753 �b(qV 1 Q ) Date CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the mq*erne is of Section 106 of the Standard Buiding Code m9ft that at the time of issuance this structure was in compliance with the various ordinances of the City regulating bidding construction or use For the foitowirrg: Address: 608 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22808 Date: 1/28/2002 DON C. FOR15, C.61)--,- Post . .Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certftate issued pursuant to the rewirerrets of Section 106 of the Standard Buddeg Code certifying that at the time of issuance this structure was in complance with the various ordinances of the City regulating build"cons#uchon or use. For the foiiawirg: Address: 608 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22808 Date: 1/28/2002 DON C. FORD, .B.O. Post in a conspicuous space Feb . 6. 2002 6 03PM BESTCON, Inc. No- 1142 P- 1 JACi®Ol�N11.=_FL February fi; 2002 ....__-^--• .�,.._..._ _ ' RECRIV Mr. Don Ford FEB 6 0002 City of Atlantic Reach Inspection Department 800 Seminole Road, Atlantic Beach Fl 32233 pity of Atlantic E?eac;t Suildina and Zoilin4 Don — We respectfully request that temporary power for the new SESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30)days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certl icate of Occupancy, and the approval and completion of the job. Y toy, t' D1n'►�rnk'Etec ,Ipc. Re: Residence: Hamilton Address: 608 Paradise Court Permit#: 22808 NOTICE TC flare rine ee�, C/rY Re�ej�ea 9 Olce`C! of r �-a Fq�Fs�F e�ptea%h�, . 9 6�wear's ✓° Aryar G q 09 p�'�%a% raU/C�/N C MQ %OH Re m'"s LJ a /"Su R fin � er'nir �,✓'On s � FcoNc �rG �`'�2 NO ,d on n. � O siabr'"s 9FTF ; Also f"Sae �-���nref OO F�FCT�OnrraCjOr °°ai �� eO gh R/C4 i pry \ S�ecr°r Mane �'eS `�J - p.P p°�'rin9 C e O p�UMej </ Off O R°u h J/ w /N O rOl sh _------ 1� Spy' '/PN seweo`r O MFcN ---- O 'ee C A^I/L+ --------- O h ° � Thurs cirearin9°�� M pre 10/;ab°e O -------- ----- ,gnat r'day O Certawe e /fb °rio"O M ------------- --------- Dere Of Oc° ------------ upanCy ------------- Sincerely, Pat Harris Building Department CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This CertirkAe issued pursuant to the requirements of Section 106 of the Standard Budding Code certifft that at the time of issuance this structure was in compliance with the various admances of the City regulating budding construction or use. For the fodorwg: Address: 608 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number. 22808 Date: 1/28/2002 C DON C. FOR , C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requivernents of Section 106 of the Standard Budding Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building constriction or use. For the foRma g: Address: 608 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22808 Date: 1/28/2002 DON C. FORD, B.O. Post in a conspicuous space BUILDING, PL-iNNING AIND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor e"4.� Building Permit Number: -?J�0 Address : 1 " Lega' Descri ction: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOMNG MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire �,1 Public works �/Z -�d'- j, 3 e o Fla-nning o2Gj -6> -- � <J Building 0 2— 2 - © Z FLOODPLAIN DEVELOPMENT INFORMATION Location:: q ISf'�. Coil`P� boe) +h fy l car4- Type of Development: co� 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 Acknbwledgment: 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 small be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the pro osed velopment- Date App licant s Si �..�c�.Y Department Use: Required Lowest Floor Elevation_ As Built Lowest Floor Elevation Survey Filed with Building Department L,". Building Department R ve Jao.28. 2002 5:28PM BESTCON, Inc. No.0744 P- 2 I MAP SHOWII�t PLOT PLAN OF '-LOT 19 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53. PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BES'i'CON, INC. BEARING REFERENCE: BEARING SHOWN ON RMT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. �r PARADISE COURT 'J (60' RICHT OF WAY) 9r(� �&89'57'26"W S89'21'01"E CH=21 .03'(8•,41 28.97' R-n70.00' L-21.03PC (u-) DELTA-01'2SO.- 7.5' JEA EASEMENT SSW i ; 7�$ 10' PRIVATE LANDSCAPE _ _ _ ____ do IS EWALK EASEMENT -L^ _ _.- JtA 20' BRL EASEMCNT jl O, 7.S 18.0' Ir 00 Q�OAX ADUNLESS NOTED r N PAHO , 77) N ® TON OAK R" M 11.0' 7-5' ® MIPLE OAK 8.0' H MAONOLIA CEDAR 2 Im au D NItN YWN NYR7LE TRIKX �. 11.E TWWI PEAR O O { m s w Z O ECEIVED SWEET GUM ('4 ❑ (Ld c N y PMC j N a :y -j `N 2 8 PALM O 15.0' 7.5' O CAMPNOR O Z Ity of Atlantic Beach z o LANAI 7.5 20.0' ,a Building and Zoning b Wi b 3 r o N kl Cs.s� l9' 89'3 '14"W 50. O' 22' KESTNER ROAD (30' RIGHT OF WAY) TYPE "B" DRAINAGE THC LOT SHOWN HEREON APPEARS TO UE w1z11N FLOOD ZONES %' AS SCALED IROM 711E FLOOD INSURANCE RATE PREPARED pY: INC.MAPS,CbMMUNITY PANEL NO 120075-OOO1D. DATED 4-17-82. CLAR19ON AND A1980CIAT1jpa R INC PROFFESIONAL LAND SURVEYORS DATE SEPaMBER 14 2001. 1643 NAI.00 AVENUE, SCALE, 1" a Z JACKSONVILLE, FL., 32207 CITY OF ATLANTIC BEACH --- DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ERMiT INFORMATION --- jer: 23327 1' LOCATIQI�F 1wFc�RM TION Address: 608 PARADISE ype: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Work: NEW j Township: Ran ed Use: SINGLE FAMILY 9e� Book: 53 are Feet: Lot(s): Block: Section: Est. Value: Subdivision: PARADISE COVE - Parcel Number: tpray. Cost: OAR INFORIVlATION - /Date Issued: 1/16/2002 Name: BESTCON -- u -- Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/16/2002 _ Phone: (904)246-3747 1 _Work Desc: LAWN SPRINKLER SY - - — - {� CONTRACTOR - LICATiON FEES - -I i H2O MANAGEMENT, INC. I A41- Y R ; •r a s H 3 4GG NOTICE E�Tt� r T�F151� CTION BUILDING MATERfAL 1 ,. � iii -�{� ��J�_ �;�:�Q•�.^ w �f BLIC SPACE, AND MUST BE CLEARED UFS , Alf BY iITFRC. T9CTC?R OR "FAILURE TO COMPLlQN TIN THE PROPERTY OWNER PAY! h - ISSUED ACCORDING TO APPROVED FOR VIOLATION OF APPLICABLE PRO VlSI IT AND.SUBJECT TO REVOCATION I • f 11 $25.Be 1A I ATLANTIC BEACH BUILDING DEPT. Date: 1/16/82 01 Receipt: 8627284 i CHECKS 12403 . AAtflRAti�??1RB8 CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 CITY OF No. 3500 ATLANTIC BEACH When Validated, This FLORIDA Becomes an Official Receipt. NAME ADDRESS IAID CITY P � � DEC 2 g 2001 x CK# MIN 74 Date: 1/97/92 91 Receipt: Memo CHECKS 9934 19111113E91119 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT ;:PERMIT fiNFORMATION LOCATION INFORMATfON Permit Number: 23141 Address: 608 PARADISE COURT Permit Type: ELECTRICAL . ATLANTIG BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed.Use: SINGLE FAMILY Lot(s):19 . Btk: Se Square Feet: ocction:Subdivision: PARADISE COVE Est. Value: PNu Improv. Cost: arcel mber• NFOR Date Issued: 12/11/2001 NOWNER fiMATfON' ame: WE 06-614 Total Fees: 45.00 ress: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 Bate Paid: . 12!11/2001 AC_ KSONVILLE BEACH, FL 32250 - Work Desc: CS2/0 150AM 46-3747 �� V CONTRALTO DYNAMIC ELECTRIC CO TION FEES - 45.00 43 _ � "" ? I � t #a " offis-,Awl - ROUGH ELEC u- K V '7777Z T NOTICE-INSP ( S E REQUESTED -T LST'" INSPECTION BUILDING MATERIAL, R BH i` MUST BE CLEARED UP AN 'D AOR{MLIS 1E Ptt N PUBLIC SPACE,AND # Q..-. EFC�) "FAILURE TO COMPLY WI-t• _ RESULT IN THE PROPERTY OWNER PAYING ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE FPART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ti45.86 � ATLANTIC BEACH BUILDING DEPT. �2/ii/6i 91 Receipt: 1017832132 CITY OF ATLANTIC BEACH, FLORIDA Approwd by I 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN � NAME 13-6 jADDRESS:211!9? &xI��d',,, (-/� RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.(1'i APT.( 1 comm.( 1 PUBLIC( 1 INDUS.( 1 NEW OLD( 1 REW.( 1 ADDITION( ) TRAILER( 1 TEMP.( I SIGNS ( ) SO.FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR{ 1 FEE CONDUCTOR SIZE c�1. O AMPS IS C) COPPER ( I ALUM. `T SWITCH OR BREAKER S D AMPS I PH BW�q&OLTI 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 0.00 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS ^- TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED a TOTAL FEES ■mn j CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 Permit Numb ERMI 2319ORMATION ; T - _._.._ LOCATION Ii1fFORN1ATION ' Address: 608 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):19 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: I -- Cwfi R INFORAl1ATfQN �.__ Date Issued: 12/21/2001 Name: BESTCON Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 -JACKSONVILLE BEACH, FL 32250 Date Paid: 12/21/200146-3747 Work Desc: INSTALL HVAC CONTIt N FEES MCGOWAN'S HEATING & 47.00 '. 7k_r. i •� ,. is k ROUGH MECH - �- 4K ti I 1. - r NOTICE- ( fT » x4l.IRS ECTION BUILDING MATERIAL, R ,..; ' UST NO UBLIC SPACE,AND MUST BE CLEARED UP A y t "FAILURE TO COMPLY ULT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS r Y 5 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW,, I I i $47.86 14 ATLANTIC BEACH BUILDING DEPT. htt&2 12/21/ei 81 Receipt: IIW149944 OECKS 454 BUILDING AND ZONING I'NSPECTION 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, II, III, and IV. LOCATION Street Address: OF Intersecting s4 Between And BUILDING �• subdivision 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 cGowan' s Heating_ & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of ��� M—4 8 Property Owner I l t�b1 tvt," Signafuro of Owner Signature of or Aglhorm Agenf Architect or Engineer III. GENERAL INFORMATION A. T"M of hosting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? Q bas—❑ LP ❑ Natural ❑ Control Utility ` IF YES, GIVE NUMBER OF CONSTRUCTION C[1 Q Oil PERMIT Q Other — Specify IV. MWNI NICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑ Residential or ❑ Commercial Heat ❑ Space ❑ Recessed 0 Control O Hoar ❑ New Building Air Conditioning: ❑ Room ,b Control I) ❑ Existing Building Duct System: Materia I berg SS Thickness.' ` ❑ Replacement of existing system lJ Maximum capacity c.f.m. ❑ New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system Q Cooling tower: Capacity g.p-m• ❑ Other— Specify Q Fire sprinklers: Number of heads Q Elevator ❑ Msnlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q;6aaline pumps (number) (Re-ellis ) Q,',Tanks (number) Remarks Q LPG confalne" (number) Q Unfired pressure vessel 13 Boilers Permii Approved by Da+. Q Other — Specify Permit Fee IM:ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT PiumberUnitaDescription Model Number Manufacturer (�ty) _. I DATING - FURNACES, BOILERS, FIREPLACES NUMber Units Description. Model Number Mmufactuff TANKS Ron►►Yang Drool ual Capacity Type Liquid Name of Serial Aping nd aDlmenallons Contained Manufacturer No. r " No. .S s AT LA N T I C BEACH When Validated, This FLORIDA Becomes an Official Receipt. lC 2( NAME ADDRESS �HL 0 CITY ,LAG, S��fJcJ I 2 � — —� i� 6D 0t t c kwC"')tv ►�*m et ru rru r.. �r to m P A ID DEC 26 20 x+ ro Co— .15.8874 Datea 12/27/81 81 Receipt: 882221 95 row Ct CKB X188883291888 DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PE, INFORMATION ____ _ L:UCaTIOtV INFORIIAATi Permit Number: 22808 Address: 608 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):19 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 115,420.00 OWNER INFORMATION Date Issued: 10/08/2001 Name: BESTCON Total Fees: 2,863.32 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,863.32 JACKSONVILLE BEACH, FL 32250 Date Paid: _ 10/08/2001 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME _ CONTRACTOR(S) ►PLtCAMN FEES J BESTCON, INC. ,rt. P RMIT 762.00 WAlR JAPA4� 390.00 il , ue _ It°IMPACT FEE 1,250.00 WA 'ER f�TERfAP `'" 85.00 ,y IAI701+1 OAxY^ S 7.25 0.38 _ter r CA�� ,AL IM 'R E 325.00 ^h, �ROS .CONNECTIONt. 35.00 � k � 11ST.SURCHAROE 7.82 1 „ SHAREfATt.1CH 0.87 nEr , .1 0W.�'2 TREE BARRICA7ES COVER UP 's SIN G Fl[NALR tI� CERTIF/OCCUP-ANCY NOTICE ;INPECTI :, ST_6E RtITI1.;15'# ��4�tC3URS PRICt TO iNRCTION _ BUILDING MATERIAL. ,° Ut3BISH �� I�RIS I~R<dlWl THIS WORK MUST NOT BE IACEi7.IN Py BLIC SPACE, AND MUST BE CLEARED UP-AND,FIAUL AWAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMPLY1NITH Tt� rsT t T6N LIEN N REFI IN THE PROPERTY OWNER PA'�IN � ; - - — ISSUED ACCORDING TO APPROV 'I? H S E' T t F AND SUBJECT TO REVOCATION kms. $.: '. FOR VIOLATION OF APPLICABLE PROS i _ Operator: MYLE ATLA }C BEA H U}L G DEPT. Date: 19/151!1 91 Receipt: 9NMI ---- — Total Patient ___— CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address S /C Date Heated Square Footage A� @ $ per sq ft Garag�/,Shed `' ! @ $ 3 0 per sq ft Carport(/Porper sq ft Deck @ $ per sq ft = $ Patio 6 @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st $ e� $ � Remaining Value $ per thousand o'r' portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $_ SEWER IMPACT FEE $ ? t"`0 _ WATER METER/TAP $ 00 CAPITAL IMPROVEMENT $_ ' SEWER TAP $ p RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ - - CROSS CONNECTION $ 3T- 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 : Oct-16. 2001 12:56PM BESTCCN, Inc. No,7721 P. 2 01-A4-0079 NOTICE OF COMMENCEMENT oak 10144 p&*W 1465 To whom it may concern: The undersigned hereby informs you that improvements Wt000 will be made to certain real property, and is pini r14 accordance with section 713.13 of Florida Statutes, the ed 4%gWad following information is stated in this NOTICE OF tN nti01 1Y11Qt27 PM COMMENCEMENT. ptyr nem 1.04 t.00 Description of Property: � 1.40 s Lot 19, Paradise Cove, according to the plat thereof as recorded in Plat Hook 53, pages 82 and 82A of the current public records of Duval County, Florida 19 Paradise Cove. Jacksonville, F1 General description of imptvements• sinslg+ family dwelling Owner bestcgg' Inc. Address 2440 SouthBeach A kwav Jacksonvillg Peach, F1 32250 Owner's interest in site of the improvement - Fee simple Title holder(if other than owner) Name Address Contractor Beetaon inc Address 2440 SoutbBeach parkway Jaakapnville Beach F1 32250 � P Surety Address Amount ddresAmount of bond$ (� •(vJ Name and address of any person:Waking a loan for the construction of.le improvements. (/ Name }Ath Bank Addre" 02j Centurion Parkway, Jackeonvilla Florida 32256 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 2] [b], Florida Statutes. (Fill in at Owner's option). Name Ventury Title A Ltd. L Address 4315 Pablo Oaks Court Jacksonvil 32224 rHaste k 36C. STATE OF 4 ` COUNTY OF_ Duval _ Owner Paul W. Nichols, Preaident The foregoing instrument was acknowledged, sworn to and subscribed be ore me this 5th day of october 2001 by )/1 laIl _ ho is personally kno ccd as identification and who did/did not take an oath. A Pnpartd By and Repan To: venture Title Agency, Ltd., LLLP b:.c SiSoatura 4315 Pablo Oaks Court Jacksonville, FL 32224 pName, Terri L. Lane 4PaYM�el� 'nM 6 MW My Conrdssion Expires: June 5, 2064 �y y OdiWfNGi llMipfA N ,p YY GOIMe�710N fiW1lIH8 CaYIAQlGD � . PROPERTY rKSC=TION * # ck # Section # ,division: Street Name p f /1r DES=PT20N� WORK : �O or Address: 1"u�l5e Cycl rT (If in a FLOOD HAZARD Flood Zone: area complete page 3) Bri f De cription S/ Class of W rk: QN ew/ Remodel/Addition: ZONING Z"ORMTION Type of Construction: VVj2C3 ! ZoningPropo ed District:_ Use: _. Estimated Value $ Exceptions or Variances Materials: Granted: Solid or ill Ground: 'Rc : y Method of Heating: OWNER INFORMATION Property Owner: Phone: Q04 aq:(0 '_3`j47 Mailing Address Zip: _Z�Glo CONTRACTOR INFORMATION Contractor: s Phone: `104a 3p? Mailin ddress Zip: STATE LICENSE NO: _O�cT.�105 Dapte:-at,o 31 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND PPO TING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature L,+� �`— -- DATE_q/1q10 Contractor Signature ' y7L t=� CSL DATE �. �Q GCJ­21171'tl . Q - INTO AND SUBSCRIBED BEFORE ME BY THIS G� DAY Rnol NEIDE WOLFQANO NOTARY PUBLIC•S,,,7E OF FLORIDA NOTARY PUBLIC MY COMMISS",O".EXPIR .S OEC.28,2003 COMMISSION NO.CC897712 WATER IMPACT FEE WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 f Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 12— 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. 1/2 Floor drains 2 O Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or -µa 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 or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= � MULTIPLIED x 20 TOTAL$ 3 } Oct .31 . 2001 9: 58AM BESTCON, Inc- No- 8291 P. 2 ROTI 'Louis J Gabriel PE PHONE NO. : 904 260 1934 Oct. 31 2001 12:20PM P1 Louis J. Gabriel 9610 Broken Oak Blvd. Jacksonville, FL 32257 October 31`* , 7001 Re. General Residential Construction North East Florida. &mtcon, Inc. Dear Building Inspector: it is my understanding that the concrete edges at garage openings are not poured wrt thickened edge per detail "G", rather the stem wail footing is continued over the length of the garage openings and that is acknowledged by myseff. Also all one stbry residential structures concrete wall footings may be constructed w/ 16"(W) x 8"(H) concrete footing in lieu of originally called out 20"(W) x 10"(H) concrete footing. + Jl g gb 1 Rcceivcd Time Oct -31 . 1 :29AM PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 60 '7 Jiff f1 Rte/S [ 7—_ OWNER: r:- ,5 7- ,C a A) 1t [ ] 1. Determine Occupancy Classification of the structure. Select occupancy classification ' which most accurately fits the use of the Building. (Chapter 133) [yj 2. Determine actual physical properties of building. 14. a. Determine building area each floor. (Area definition Chapter 62) 14 b. Determine grade elevation for building. (Grade definition Chapter 132) [4 C. Determine building height in feet above grade. (Height definition Chapter 132) [yr d. Determine building height in stories. (Story definition Chapter 62) [t4' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [�}' f. Determine percent of exterior openings per floor. [ ]° 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) V a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [✓J' b. Check allowable height and area increases permitted. (Chapter 135) [ 4. Check detailed Occupancy requirements. (Chapter 64) [ 5. Check detailed Construction requirements [ } a. Fire Protection of Structural Members(Chapter B6 &Table 8600) [ b. Fire Protection Requirements(Chapter B7 and Table 8700) [v) C. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [v]' 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ } b. Elevators and conveying systems(Chapter B30) [ ) C. Sprinklers,standpipes and alarm systems(Chapter 139) [✓f d. Use of combustible materials on the interior(Chapter 138) [ ) e. Roofs and roof structures(Chapter B15) [, f. Light,ventilation and sanitation (Chapter B12) [ ) g. Other b S-- CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: L.., t `� Don C. Ford, Building Official don/sb.1 Lot/ Block: _ Plan: 1 5rx3"RE Address: Md _ ®Ur Name: Permitting at Atlantic Beach One copy each of the following: building Permit Application Tree Removal Application No /c �� � e VV ❑ Tree Board Meetings are held the first and 3rdMonda s o eachm h. app ications MUST be submitted on Monday the week prior to the meeting. Superintendent MUST mark trees to be removed one week before the meeting. Notify Paul of Tree Board Meeting date. 3; ipesof each of the following: Plotan/Tree Survey with removable trees marked ❑ Notice of Commencement ❑ If not available'til after packet sent in for permitting, write permit number on top of NOC and fax to Pat Harris at 247-5877. Plan and Engineering Verify both sets plans &engineering numbered in sequence /Truss Layout and Engineering X Specs C� Er ergy Form 1/Sign &date as agent �/ Signed by Paul SeP,25, 2001 11 :44AM BESTCON, Inc No-6994 P- 2 Book 101319 P4pr 2434 NOTICE OF COMMENCEMENT PERMIT N0, TAX FOLIO N0.172386-2095 STATE OF FLORIDA COUNTY OF DUVAL Ther underdMW hereby gives notice:drat improvements will be nwde to certain real property,and in accottltatee with Ciwpfer 713,llorids Stalutes,the following Information is provided in this mice of ca utuoxwment. i. Description naval property to be improved(lcgat description scut address,if available): Lot 19,PARADISE COVE according to the plat thereof recorded In Flat Book 53,pages 82 aril 82A of the current public MWds of Duval County,Florida 2. (eneraldoscriptionorimpsovmatittr. Single FamilyReoidence 3. thwierinfonnatiat (a) Name and Addrem: BESTCON,INC.,2")South Beach Pathway,Jadraonvillo Beads,FL 32250 Phone N(904)246-3747 Fax 0(904)246.7126 (b) Owner's interest hi Ow Site of the imptovrmads(if other than foo dapple tith:holder): (c) Name and Address of fro simple tifla bolder f irother tun owner). 4. Contractor: Bestoon Nmw tial Addra* sone as Ovens 2440 SoutbBeach ,Parkway Jax, Beach, F1 32250 i%wx M Q()4-?,4-§-3747 Fax N gg4_24&_426 S. Surety on any payment bond: (a) Nmw and A4drm FkuxteM F-0 (b) Amount of lhmd S (copy of poyincan brei,if any,attehed hereto.) 6. Name of any Ien&r aiding u Ivan rar the construction or the improvements: O�) AMS(Xrl'H BANK V'� 942413uyateadows Road,Suite I(A Jacksonville,FL 32256 Pbonail(9(4)281-7610 Fax f(904)281.7647 7. Faroom within the State of Florida dedpoW by owner upem wtwnn nodow tray be served ai provided by section 713.13(txa)7,l+lorida Staotes(Name and Address); Phalle N: t+ax b: 8. In tuldition to himself.owner designates tie tbilaw9ns purmn to receive a tory oruenor's notdoe as provided in Section 713.13(Ixb),Florida Stutut (Name,Bunk wal Addreos): Clary tlollitield,Ammuth Bank 9424 Baymeadown Road,,Suite 100,Juokponville,Florida 322MA Phony 4i Fax 9: �5���t�ee 4. Expiration date of notice of commencement(the expiration date is one(1)year$om the tate or 1 recording unle-wadillorcul date is specitlod): �j v��I� y��T"i�, ZIN P�Qt/7tpi PN ooAd wd Ut{n Th: taRsrcoN,INC. C _�.12V CaptT BeaLcon, Im. J --.... - COPtI s 1.00 2440 SouthBeach Parkway (tet' FY t Lo Jax Beach, n. 32250 aaut . CHOL9,tTS l'RFSIilENf o 1 L* (OWNER) rc a etgo winofi SwornSo 'Ibis dAy of WmeL f1l, I -A-Jsjo-'�� Notary Public.State o Florida --r'.-�'(//-( � 11 � I Print None (NOTARIAL SEAL) My Crann)isroon F.xpiraa: POST CEttrEtlil)COPY OF Sabal No.,if zW R9C.O(t.=N0WD CN 1'erA"Iyknown: CONSTRUCTION SITE Produced ic7eudficaiton: �v 011 l'vpe of IdenCification Produced:'Y� L►NE gvtarwwt Offs CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT - -- _ _ LOCATION INFORMATION ___ PERMIT INFORMATION_ -- �Permit Number: 22991 — Address: 608 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):19 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: —__ OWNER INFORMATION Date Issued: 11/07/2001 Name: BESTCON Total Fees: 67.50 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 67.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/07/2001 _ Phone: ---- Work --Work D_esc: CONTRACTORS APPLICATION FEES __— DON HARRIS PLUMBING 67.50 f -q V�y�r "'.,t,•„, r'da=ws,u y ri'a„�N°�`k &i .h2. °�`?RY , �._ k ` i °E7 ;O, r' Tlt a j UNDER-SLA B P�J�13� 93"'.415� � µ � +y+ .x ✓a,::”' FINAL "WA, Fx. ; ,. "^1 ral �rri 3 cri"`. w tg - fii ` r - � NOTICE IN TO$ T ' `' ' RTOIPECTION BUILDING MATERIA E-IRIS FROMHC1ttORK'1VfUST BE D IN PUBLIC SPACE, AND MUST BEA:' ' OAi-jlO .B�' E1THE AiIA OR OWNER LT IN THE "FAILURE TO COMPLY ��.: PROPERTY OWNER PAYIN ___--_—_- - ISSUED ACCORDING.TO APPROVED PLA I RMITID SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS O ' I � I (67.58 14 ATLANTIC BEACH BUILDING DEPT. Datee:s11A7/81 81 Receipt: Was DIE - - ----------- ----------88I8� ZI888 - --- '' — CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:=-g pOrqcouel b OWNER OF PROPERTY: BUILDING CONTRACTOR: �a A PLUMBING CONTRACTOR DON HARRIS !P!LUMR.ING, Qn AND ADDRESS: P. 0. BOX 14663 w�l�a�•�1��1 �rrs .� TELEPHONE NUMBER: (904) 772-0900 C F C - 01 9 19 4 STATE LICENSE NO: _ TYPE OF BUILDING: � , TYPE OF WORK: / � HOW MANY OF THE FOLLOWING FIXTURE3 INSTALLED ' SINKS SHOWERS LAVATORY WATER HEATERS 2 BATF TUBS _ -DISHWASHERS 'URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER 61 TOTAL FIXTURE COUNT: ` s $3.50 + $15.00 = $ 7_��" ------------ ----------�t�- ©-- Z rrrrrrrrrrrrr 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 SEP 17 '01 07:18 CLARSON 634 P02 t t. MAP SHOWING PLOT PLAN OF LOT V0 f AS SHOWN ON MAS'" OF PARADISE COVE , AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY'. FLORIDA. FOR: )IESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF--WAY LINE HEREON IS THE SAME AS SHOWN ON THE AB(.)% M NTIONE PLAT. CITY OF AT:I Pli1C ^ PARADISE COURT 0 0 5 .20 (60' RIGHT L)F WAY) 589'57'26"W S89'21 '01 "E CW=21 .03 ca•,.e) 28.97' • R=874.44' Lm 21.43' DELTA-01'Z3'06" PC (14- (2A") I 7 ?.5' .IFA EASEMENT a5 3j w pS T,0' PRI�VATF I ANn�rapE - _ dt StOEWALK 'F,:ASEMENT ILL A EASEMENT P y 41IRL 2:11 n Z°1 , m I' : N m (0 O 40. 1'7 QGXOAK NLE83 NOTfb N PATIO 71 / 04 ' THAN OAK a 761 Q TRIPLE OAK k " MAGNOLIA v z CEDAR Z MYRns M J F o TWAN M`�RTU .r [n W,7. v 4 �© vi >RIPI Or urn Or,, O U-i < O T+MN PEAR 0 < �I Q e O J(n SWEET GUM ° N ❑ a O P N ° PINEN N J ' PALMO O O 1,.0 7.5' 0 CAMPHOR v z O LANAI 'nn• 7.5 tp 8RL -- -- p �> p s 8,93 `14 W 50. O' 7 .22' k KES�NER ROAD .3. (5 ' RIGHT OF WAY) TYPE "B" DRAINAGE � I ., a •` r 44 'i 0,ZFwi. 1Ht LV I SHAWN HEREON APPEARS TO LIE WITHIN FLbOD ZONES "X" AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED P� MAPS, COMMUNITY PANEL N0. 120075 -00010 . DATED A-17-89. Cl"80X,, AN Ag8 " I�1C''. :1 PROFFESIOINAl"''L`A'P'ID°="r .UR-V. YQR. ;s DATE SEPTEMBER 14 2001. 1643.:.NgLQO :fi { I SCALE: 1 ¢ 20' JACKSG1�ALU, FL,?�3.22CI7 E � Received Time—Sep , 17 .— 7 : 33AM OWNER:Spec Lot 19 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 9/14/2001 CONSTRUCTION JOB ADDRESS: Lot 19 Paradise Cove 608 Paradise Court Jacksonville Beach, FL 32250 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: NA , Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A 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: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A __[Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A 7Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A FVents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: NIA BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Spec Lot 19 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement TSIumly. N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand __T_ Thickness: 4" Size: Varies Finish & Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/2"x 10" 32" 0.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls;ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Spec Lot 19 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A ___7Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides& Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Spec Lot 19 Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Spec Lot 19 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Spec Lot 19 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek —1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Spec Lot 19 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2n Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/2 " 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:Spec Lot 19 Paradise Cove 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 Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile& Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" TNo 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:Spec Lot 19 Paradise Cove 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY ___7 Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Spec Lot 19 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2 House to Kitchen Sink CPUC SCD40 Glue 3/"TO Y2" House to Refrigerator CPVC SCD40 Glue 3/"TO%z" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2 House to Ice Maker N/A E I I I Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Spec Lot 19 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet &Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Spec Lot 19 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eljer C/1 33x22 4 hole 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 --T-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 --jBrand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Spec Lot 19 Paradise Cove 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Spec Lot 19 Paradise Cove 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Spec Lot 19 Paradise Cove 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Spec Lot 19 Paradise Cove 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 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: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17, GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Spec Lot 19 Paradise Cove 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name& Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name& Model: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Spec Lot 19 Paradise Cove 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 -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: {TEM Manufacturer and Modell/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings-Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings -Vinyl Armstrong- Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION -` Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1526 Builder: BESTCON Address: Lot:19 Sub: PARADISE CAVE, Plat: Permitting Office: � City, State: 4Permit Number: Owner: a ( � �'� 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 kBtwhr _ 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) 1526 ft' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 13. Heating systems b. Clear-double pane 218.0 ft2 _ 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 ft2 b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 176.0(p)R _ c. N/A _ b.N/A _ c.NIA 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,1016.0 ft2 _ EF:0.86 = b.Frame,Wood,Adjacent R=11.0, 182.0 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=30.0,1550.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,94.0 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=6.0,125.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 20410.00 PASS�'1�7�7 A c c Total base points: 21134.00 I hereby certify that the plans and specifications covered Review of the plans and IUE sT by this calculation are in compliance with the Florida specifications covered by this tion = Amo It Energy Code. calculation indicates compliance y�`,N'' ',� v6 with the Florida Energy Code. PREPARED BY: GILBERT MILLER ^�•• � Before construction is completed DATE: -1 - this building will be inspected for I hereby certify that this buildi g, as desi ned, is in compliance with Section 553.908 �•� compliance with the Flori nergy C Florida Statutes. °D OWN E GENS' BUILDING OFFICIAL: DATE: DATE: _/ V-0 EnergyGauge®(Version: FLR3PA 203) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:Iq Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area TypeJSC Ornt Len Hgt Area X SPM X SOF = Points .18 1526.0 33.05 9079.4 Double,Clear NW 10.0 7.0 6.0 25.46 0.58 89.1 Double,Clear NW 7.0 6.3 36.0 25.46 0.62 568.1 Double,Clear NE 1.3 2.3 8.0 28.72 0.72 165.7 Double,Clear NE 1.3 6.3 18.0 28.72 0.95 489.4 Double,Clear SE 1.0 9.0 12.0 40.86 1.00 489.6 Double,Clear SE 1.0 12.5 12.0 40.86 1.00 489.8 Double,Clear SE 1.0 7.5 12.0 40.86 0.99 484.5 Double,Clear SE 8.5 7.0 40.0 40.86 0.46 747.1 Double,Clear SW 16.0 7.0 34.0 38.46 0.38 502.4 Double,Clear SW 1.3 6.3 36.0 38.46 0.92 1278.6 Double,Clear SW 1.3 3.5 4.0 38.46 0.76 117.3 As-Built Total: 218.0 5421.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 182.0 0.7 127.4 Frame,Wood,Exterior 11.0 1016.0 1.70 1727.2 Exterior 1016.0 1.70 1727.2 Frame,Wood,Adjacent 11.0 182.0 0.70 127.4 Base Total: 1198.0 1854.6 As-Built Total: 1198.0 1854.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.40 42.5 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.7 1.60 28.3 Base Total: 37.7 164.5 As-Built Total: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1526.0 0.60 915.6 Under Attic 30.0 1550.0 0.60 930.0 Under Attic 19.0 94.0 1.10 103.4 Base Total: 1526.0 915.6 As-Built Total: 1644.0 1033.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 176.0(p) -37.0 -6512.0 Slab-On-Grade Edge Insulation 0.0 176.0(p) -41.20 -7251.2 Raised 0.0 0.00 0.0 Base Total: -6512.0 As-Built Total: -7251.2 INFILTRATION Area X BSPM = Points Area X SE::J 1526.0 10.21 15580.5 1526.0 10.21 EnergyGauge®DCA Form 600A-97 EnergyGaugeOlResFREE'97 FLR3PA 203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:lq Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 21082.6 Summer As-Built Points: 16749.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16749.2 1.000 1.047 0.341 1.000 5985.2 21082.6 0.3573 7532.8 16749.2 1.00 1.047 0.341 1.000 5985.2 EnergyGaugeTM' DCA Form 6DOA-97 EnergyGaugeMesFREE'97 FLR3PA 203 FORM 60OA-97 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 19 Sub: PARADISE COVE, 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 1526.0 9.76 2682.2 Double,Clear NW 10.0 7.0 6.0 14.03 1.03 86.7 Double,Clear NW 7.0 6.3 36.0 14.03 1.03 518.3 Double,Clear NE 1.3 2.3 8.0 13.40 1.03 110.2 Double,Clear NE 1.3 6.3 18.0 13.40 1.00 242.0 Double,Clear SE 1.0 9.0 12.0 5.33 1.01 64.8 Double,Clear SE 1.0 12.5 12.0 5.33 1.01 64.6 Double,Clear SE 1.0 7.5 12.0 5.33 1.02 65.3 Double,Clear SE 8.5 7.0 40.0 5.33 2.13 453.6 Double,Clear SW 16.0 7.0 34.0 7.17 1.97 479.4 Double,Clear SW 1.3 6.3 36.0 7.17 1.04 268.5 Double,Clear SW 1.3 3.5 4.0 7.17 1.15 32.9 As-Built Total, 218.0 2386.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adaicent 182.0 3.6 655.2 Frame,Wood,Exterior 11.0 1016.0 3.70 3759.2 Exterior 1016.0 3.70 3759.2 Frame,Wood,Adjacent 11.0 182.0 3.60 655.2 Base Total: 1198.0 4414.4 As-Built Total: 1198.0 4414.4 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 TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1526.0 1.20 1831.2 Under Attic 30.0 1550.0 1.20 1860.0 Under Attic 19.0 94.0 2.00 188.0 Base Total: 1526.0 1831.2 As-Built Total: 1644.0 2048.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 176.0(p) 8.9 1566.4 Slab-On-Grade Edge Insulation 0.0 176.0(p) 18.80 3308.8 Raised 0.0 0.00 0.0 Base Total: 1566.4 As-Built Total: 3308.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1526.0 -0.59 -900.3 1526.0 -0.59 -900.3 EnergyGauge®DCA Form 60OA-97 EnergyGaugeO/ResFREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A, - Details ADDRESS: Lot: 99 Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10043.4 Winter As-Built Points: 11566.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11566.9 1.000 1.064 0.487 1.000 5995.4 10043.4 0.5340 5363.2 11566.9 1.00 1.064 0.487 1.000 5995.4 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge8/ResFREE'97 FLR3PA 203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot:iqSub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7532.8 5363.2 8238.0 21134.0 5985.2 5995.4 8429.6 20410.1 PASS �y04 TYLE S7,gr�o a EnergyGaugeTm DCA Form 60OA-97 EnergyGauge4D1ResFREE'97 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A ' Details ADDRESS: Lot:19 Sub: PARADISE COVE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE I CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/scl.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed j to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor; around shafts, chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board.&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient 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 1610.1 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 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/ResFREE'97 FLR3PA 203 ENERGY PERFORMANCE LEVEL, (EEL) DISPLAY CARD ESTIMA'T'ED ENERGY PERFORMANCE SCORE* =83.1 The higher the score,the more efficient the home. Lot: Sub: PARADISE COVE, 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 _ 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(ft2) 1526 ft2 c. N/A _ 7. Glass area&type _ - a Clear-single pane 0.0 ft2 13. Heating systems b. Clear-double pane 218.0 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 OA ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,176.0(p)R _ 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=11.0,1016.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,182.0 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=30.0,1550.0 ft2 15. HVAC credits _ b. Under Attic R=19.0,94.0 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, 125.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) THE sT,�� in this home beforeip ection.Otherwise,a new EPL Display Card will be completed �?' ;, 0, based on installed oli fea es.Builder Signature: L -' Date: p� Address of New Home:�l',l�'a f i h,Scg l,Lu'i d-C ity/FL Zip: J T '/t� rG l" 9 jd coD WIE *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 EPADOE EnergyStardesignation), 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. EnergyGauge®(Version: FLR3PA 203) ,y 1 i' Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1526 Registration No. 0 Climate: North 7/26/2001 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F 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 heatina load calculation 26381 Btuh Total cooling load calculation 27095 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as%of calculated 113.7 % Submitted as% of calculated 110.7 % WINTER CALCULATIONS Winter Heating Load for 1526 sqft) Load component Load =<5%' Window total 218 sqft 6017 Btuh Wall total 1198 sqft 3782 Btuh u,r.aT%, Door total 38 sqft 524 Btuh Ceiling total 1644 sqft 2203 Btuh Floor total 176 ft 5421 Btuh ce+rwace%' Infiltration .172 cfm 7179 Btuh 000,ecz�,) Subtotal 25125 Btuh Duct loss 1256 Btuh Fberc2,%, TOTAL HEAT LOSS 26381 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1526 soft) Load component Load Window total 218 sqft 6932 Btuh Ledetk kdernel(4%) Wall total 1198 sqft 2274 Btuh Door total 38 sqft 400 Btuh Letwt I At=%) Ceiling total 1644 sqft 2475 Btuh Floor total 0 Btuh Infiltration 160 cfm 3350 Btuh Internal gain 3300 Btuh ,*,�,Z%, , Subtotal(sensible) 18732 Btuh Duct gain 1873 Btuh Dudsg(,%, w�uece%� Total sensible gain 20605 Btuh1, � Latent gain(infiitration) 5340 Btuh Latent gain(internal) 1150 Btuh The sizing method used was Engrg Ga e®System Sizing. Total latent gain 6490 Btuh PREPARED BY: TOTAL HEAT GAIN 27095 Btuh DATE: �"' ��f EnergyGauge® Fi_R3PA 203 LOUIS J. GABRIEL, P.F. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 / 11 12001 Re:-Wind Loading Requirements For Jax. Beach , Fl. Dear Building Inspector:- The architectural pians 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 #B thru #lo 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 rigidifies, 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, fl 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 1 shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely Louis J. Gabriel, P.E. 'WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOGgTE ,,S� co LoT Iq PPMVs 1 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. DATE:SffT m.6M,:2001 /01 LP %E 1 e u bSot m" res i c e. 6%s 1 e Po Uv .� 5tyuc tura L Q 1 k.4 4weta she,— -7/IG"osg RDor all — Roo — �� F . Ro v F Tru sly s ,� �i�a r iYu lf�l _ �,,�,�� R�G rc�v�ir� e ra 5 s FVA EX t. 'v►1 a. s : _ 5 ea 'S O edu& we" j r-a to ZtWA, ..V CLOJ :— ��2 A 3 6 bo Lts (Z 98 o - ,c•� pene+ VviLess, A0se s mow• V1AU Yom+-+, PCrGe?Ae»t: - ate Gof::erl 1 #� RocQ c�vi g8o•c• gooF 4. 4�e -Lf nq.i Z �34,�` .'- co&w vlwt • Witt- A=;,J- n t n /1 i Vic:• uV", O 4er� s e m Ise Roor Q YEA ( TIACIVZ"i q qia je 4 PO fdQtS 4 ouerkamns) :- Zo o o F�-"- To o.F R e.SicQ. ;"ete,,r : - _.. . ....._... Pro e" 0 Fru •,: teFt' no Y;,t4t- 5 ' a4j Ftuw+ F<u+t to ba4k- 3E Sheet Date � Z. { Gra e, pi P•t • of / Lot-idt f�c I o o NY6, MPH = 15 ' gUjLL,.., I-e u YG'v (�0 o" 4-r-t v 1 P sec.:Jable *ciff •2A bas►c = Zo•y pSF Wod, kooF , MWFs RoaF pr It,t, Roup c„w�.P� GZ = T '�i`z_ 30° FfVyA. �„bte. slot �.2c- s�c�s�:— 1iJaliR CDeF/: tupra�a�ts-�c � CO'(14eV-S .,•�� �- U�5 1 (20•4) =30•% P* Gc (� — — /• 3 Lfe-WA c* 24•6 PsF i,� te, ble- • !( aG.Z E — SBC• " : - Roof COW. cuiprMet.t c L-,� 2o'L a ,," -3 --� GC p = -Z=- C C o• 'oe•,� � =3 �, = Cz•7 �Zo.y) =55•{ f s P Ove-h4-04s) --� = Cz•5)(z�•�) =. s1 psF o 0 Fr wri t46bte l bob- Z 5 M W 1'r 5 Tr am's. Aiejlu-A ZO L a G 3 0 ole s m A Lte X - 2 0.2 B eY o.N N!R tt . but mo t7 LeA s a•04 B 'h ov- 3 F MwF s I71 -rrow►SWPvse C g Cert o r 3 0)l e. Ueff. -.Tn er Gac.�'• wi,neQwa4j I-eewovap w►l�dwoj 4W.064 �e Ljorj waJ- w^J o wog, a-k �ldtj v�j Ro(F On Raa F an ulaJ l tM Wad: w+ Rour fm- go +o-fib —0.95 .blb0 -1. 0 to- 40 —o•'75 -0.75 - o•' 11 r1 W �S 1 '� L O Y+�t �>^e.�.w•.�� .���f e-tt��'�-� Exb, .f*o.v- 30tite- COeff. Irtere�� �tMt CoeFP. wv�4wad Lee waJ wi;,4wo4 _ Lee.way Ltrv' Juiarl ^Lem y tird W;J I,)A Lee.t,\34 aM we'M oN% w e-ul 6% Roo o-A ROO f U % W041 em w&Uf tM Raa 0-A R +0,50 -0,70 -J..q0 -o-So 40-Z5 -0-55 -1.0 -o•. :3.5` Z =`t �tn'us w► •• use ext• 3v,ne. Coeff, 3 �s ouCs�3e '02.2�", use TAb- 3v�te Coo-h. E7( riJ� 3 Ae US2 �fwat� =( !•�`� )< zo.y ) �a�+c, �( �'.1aL(,)=C 1.1 )(Zo-y t • s Q �•o.C• .j V¢�i�r�•�Y1A�.�( _ �2>Co.bLl( 55•i� � {�,f Sheet Date SSP 2 Sktffrt5 Sv►ice 14P CU ni IAA 1-i nQJ i s Z '/Z ea Allow . w,Lt,,dn.ac„ 4 l&-�4 s 41 lb /Z.&i• ho ; 5. G �- o•55 A U va . w; V"Jl..a&r4 /,n 04 - 2:::, 74 �&A . �W AV! =� WW Suot-j-41 FE,z = 3o.G PSF 3o-4 )(I-33Y, I ) =* y 116s/na►� AL\vw .W i", rot -j J /ra4 - 8Zy t lbs lbs a � ' i TvA w aUJ hoYvAQ, tv S1Aear .. -VJ Ad or-. L-o w Q. j (ecttcrvt • ._ f i r5� W���r QYea-4-fin es+awe = Zo 00 fit'" �fo�'c:. Yoo 6e u ' aA t.Ooj .!�2-- to pg F ►`$Cwv Qwaw�!!) pip ,744vpurc (20.4-+ Zo-4 - 10 - 1o) � Zocojz,) -- 2080016.j 4( S ti o-*.-r lk)aU i W'AL res i s L- I-at2AA4 Vo4j a4j 0 two i v�•c� vi 'YI 0 cWtw.'O to w w oL,re vA 0 r S l erx e W e-,. W rt s i t s Y0¢ F W Oil t eeLie Wi U 6e CAie- A . _. li Cu,, 8001 Co•6> 135 �� L",„A off- w&M -cf&;Itwq vOrlt is = 291 pec "Ptox. Av Q to O..sia• p(;w,eter)) Shc t'J-Acben dr Wc.,Q,�.s �.��' Ll % 8 S+:Ye-40e.4 toy O1cs AreQ �0 ►� pL4Z 4 0Lts A stow up ll ft=X2-000 Ihs ge-;%&A W-a 5 p444.� = 2 000 / Z q1 U S e 60 5 Pao-n CM4c,) W 3Q . POOP 7f%Aises 5LYA?P J to hear - aas • - - ' L � L o.5(j w Roo �Tto t lL be .J j4"w� ale o v See Lt 41 e✓A'Ivlee T 6iM �jepaY� F9 rr L) r t' O'Yt oo F v 1 nn C `( NSScS �S Ee-t # 10 a F &Ile lhYL�1�et,�t�a!! foUar+►.aI Fa r 4Y�ka � p s • r L64 Gnat, �•C- lav Uu�• 7"�s�� w. '/z 36 t3ott, = o-•S A? IFes-+ �e o • ZA� �� of e�� 15oo P si F4 ": 3(000 Ps•I A4 r o w Z Ap ITS —� A-ltcr,.j rg a lbs , • o Y � �9 o ib s .E---- Coro E Y�--t s ic.�- M44Ste-CL A36 %dA c6•rs... a,r�ttt Fb tn,�• = z 7.. Z61• (uoo-fli3- boa . ?5i � -s–(-1 #q..0�/-( cz�_Zcn)C1141–�a=s)).= 545Psi — �rLaQlur�l•)= 0 00)0- 33) = 532- Q s i '.t 5-45`psio-�� F M to•�-rj Co.-r�)1�5X'S���C�./.�4)=4616 "' 'b :Mls =40 ;'0.0426 :� aQY Ard I X Siwt V1 AmcA r BoU-S ;- 35 010 �} t Luw A b t e T ti rti• esti+ `/Zyc A 3 L , r wpb (a - t cnt c s/Gt �> Ft 16r Csze above A tlUu r of a s'llea e o-vt 1/Zb + Al G. -bo Iti o�r- o•itR6F� /i i.iLzl�li� 5�►��r-� 350 C � t 5oo)Co. ) Y o ,r (o•jZ)�o-z)t 3b,000) _ 'Sb`� 1bi o Y- C u"e^-p c S h e- �J�.,�,�'S G 2.4,1 f,Y e- V d t 4 � . TDate 7. II ,,, wt- M � C- S kear W OX Si5 for Ore- 5 ror%,�r Stw7 curet t Oa L t-hO jEout �c � ; - 5ee Oltta&6j mor PU2,v% FOAwo-U Lo Ca-tio-ve ales;IvAt is "4Xte.r�m+r"W4l.l s t�01.e1� "Z•• JefdapAtef "m+ttrior a .200=9 Wiet j:L, C1-a .- See a0.C.LeJ F631 w' :- Y►b � n� c� ! rZ��¢C'�iVe ��+� oar W W�it�. reSiS 51�ear It it tt Frtrw+ Pts) or Wau kc;OiAt AcPOSa to a zesurc of pUd OWU& W" $009 Pi� i's m � T i's to �2• tsii� P`fe.Ss wear 0% Seg S'�e:e z-) v • W Pressure a U e0.b'12 Wks *OF fit. + %s ,More Sa.%% ' 4`1r �`�.T 1•,:- ©varT'uywi Maw+ a wr=t�tw�C-�i► o.5f( ;r)(AY)(w-)(-kj j ( Watt (�u2? ,E F�ect;ge Jept� m � Waxi V)in�LL resists O.7 T. ►. ri � Tewst'c;A r U - �Q'•T- �� ` l a� co :- e to�r��tesst crH �Wa end s _ u;recV A40r boLts SF&CUZ �Si�r Gr.�eCt a :�- A ILOcJ. 6OLt 61 CAV-= S 40 1; C f iloW 13OLT Ta' wSlon a 1440 4s C11 11 11 7lldyb S t'� i � i f1�i wig, 44 Z01rimo h Un�S i'►a� O�'+er�1 ism Fay, -T*%t rav' Lj ag-s �+� �y �} Ex . go t2 a `f2 V dQ,S p' J, Y�cu.� w� S C ooLcy ���1.5, u Q no Sheet . Date rr -P . L lra6rie-L p,E, o �t 1q PC 33 W Aere . 'i!- = acts sig = baCt spaces Fv- Z. a.U*wAUe, ;Sttmr Par boir rho r 1E)c be-<i or W ABs —j S _ C x:33) 560)/( Ir �vr i-Atei;oY W4)1i 5 = Q-33)C1350/0r) 70 Tp Choose c -duwvi . A'uvw, kwfJ Am-m toms iu-vA T f o tgoQ ctwa.c will, be r,6i&" Frvv-^ a. S�w�sw►` or �'ScMCn '� ' "�JaY�a sib. oz.s tt�2� , 1-�� SA-, n�-t's 2'16, •�tt• .. See Y %C- S 6c t• FOY- S eaK' W 51�ear CAG udAB cM T . Tor c ,� .Th.� Fit �vde of -tie ta•�tiv+� bo[�- � V6 - PoJS.�S�tcaw" dy+ r+a W,*-. C l e Y.1� }inc boLt' wid ,.0 Out ttr.Q na..S al e. LAIM w i lL vtee t to.Shear - a.FF—fir A Cospk�. fa,itu.rr t�Ks "7-0,r �N L tiscdjdwx Cofer + ZY Is w 1a �e�ui�t� �1e�ddu�.n', CaPat,►"t Tor `c. - Z Y h Tw+si 2V 1400 lbs C 2 x 4 pLato . , -�rZ EYP ) ms'syxadc Z.v _ 2Zoo lbs " CZx � Q� � 2 5Yp ) Zv Zgoo lbs C7-x :& ptA. 1 1 1 1 1 roRcii L A!1Ai n j 11 : )bill --- -_ _-_ -. i�FL�i i.[IL�Y 77, I =ARAGE I I _ i3'FLAf it I Iz I IV i I— MASTER DORM IkU<r5 i I I !()R Asn. BEDR40lA M srrE nnn I I efaca�t ';� '�" rnn,€u1s.1Lf.EKIKi �nA7 ......... _..._ ceNrER v,Wl.r lner�pn 1 I I r Fur.? sloP� I y FKOM4 ` - w117 - i . 523 of fc (rt) (Ib) pb/€t) (Ib/€t) (ft) tib) (unitiets) MIA 1,1,� i m WA (L Lt2 1 1 .,. � , 12- 17,ell 33 AL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. "AriNG AT PANEL EDGES AND SHEAR WALL CALCULATIONS "I 5, OR THE SCREWS et PORTS FOR ��� FOR FIRST STORY WALLS PAGE 1 Bate: 10/17/2001 MANNING BUILDING SUPPLY LOG # : A0782 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: #1523 Address : 2440 South Beach Parkway Address : LOT 19 PARADISE COVE Jacksonville Bch,FL. 32250 Designer: JS -------------------------------------------------- Left Right Qtyl Span I O.H. I O.H. I Description ------------------------------------- ------------------------------------------- 1 15 ' 3" 8 2 ' 0 ' Al ' 1 35 2 ' 2 ' A2 1 35 ' 2 ' 2 ' A3L'/n•p Pn'.�V 1 3 5 ' 2 ' 2' A5 � G oPp CB ACy 1 35 ' 2 ' 2 ' A6 (� . 1 35 ' 2 ' 2 ' A7 1 35 ' 2 ' 2 ' A8 6 35 ' 2 ' 2 ' A9 4 35 ' 2 ' 2 ' A10 3 35 ' 2 ' 2 ' All r � 1 35 ' 2 ' 2 ' Al2 � '' x,S 1 35 ' 2 ' 2' A13 -- 1 20 ' 2 ' 0 ' B1 4 20 ' 2 ' 0 ' B2 ` 1 17 ' 3118 2 ' 0 ' C2 100Z F I'M 4 1713"8 2 ' 0 ' C3 1 18, 2 ' 2 ' Dl 3DI3�b �N1091f1� 1 17 ' 11" 8 2 ' 0 ' D2 O�Q3ANo�i 10 A11313 1 17 ' 11"8 2 ' 0 ' D3 1 17 ' 11"8 2 ' 0 ' D4 6 l' 2 ' 0 ' 1 ' CJ 3L 3R 6 3 ' 2 ' 0 ' 3 ' CJ 3L 3R 4 5 ' 2 ' 0 ' 5 ' CJ A1 , D1 2L 2R 4 7 ' 2 ' 0 ' 7 ' E/J Al NCEJ7 2 718119 2 ' 9" 15 0 ' 5 ' 6" HJ D1 D45 1 9110" 1 2 ' 9" 15 0 ' 7 ' HJ D45 ' _ - - - ------------------------------------------ -------------------- ------- 44 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 17 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 61 - Total Trusses HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES EDA HUS26 2785 3325 15501(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 SUUR 26 8001 1000 765 (6)16d (6)10dX1.5 TRUSS E SKP268UR 16401 18001 655 (16)16d (4)10d TRUSS Q F SUUR 210 13301 16601 1250 (16)16d (10)10dX1.5 TRUSS = G THJA26 21901 27401 1340 (16)16d (5)10d+(7)10d HIP JACK H HJC28 * 27401 3425 1840 20)16d (6)l Od+ 8 10d HIP JACK I SKH410 UR 1860 2330 1275 (16)16d (10)16d SYS 42 n 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 1 (12)10dx1.5 (2)10dX1.5 I-JOIST m M SKH312L\R * 2160 2500 1505 1616d (10)10dx1.5 I-JOIST N HU11 * 2185 2270 9201(22)16d (6)10dX1.5 1 PLY LVL O HGUS48 5472 6840 58371(36)16d (24)16d 2 PLY LVL P HGUS412 95351 11335 4780 (56)16d (36)16d 2 PLY LVL Q ITGHD412L 8512 106401 8755 (56)16d (36)16d 2 PLY LVL R TGH0412R 6512 10640 8755 (56)16d (36)16d 2 PLY LVL S HUC4121F 6102 6801 3100 (56)16d (36)16d 2 PLY LVL I 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 rn UL1 H16S NA NA 1600 (10)10d (2)10d TRUSS O UL2 H16-2 NA NA 1 1600 (10)10d 2)10d 2 PLY TRUSS wUL3 MTS12 NA NA 1000 (7)104 EA. SIDE NONE TRUSS z UL4 HTS20 NA NA 1450 (10)10d EA. SIDE NONE 2 PLY TRUSS f O UL5 MGT NA NA 4200 (22)10d PLUS UL6,UL7 t— UL6 PH05 NA NA 4500 14 SDS1/4X3 ADD UL5 .� UL7 PH02 NA NA 1 3285 10 SDS1/4X3 ADD UL5 a. HC HURRICANE TIE NA NA 455 (4)8d (4)8d H25 IHURRICANETIE NA NA 415 (5)8d (5)8d HS I HURRICANE TIE INA NA 745 (5)10dX1.5 (5)8dX1.5 APPROVED CITY, OF ATLANTIC BEACH BUILDING OFFICE OCT 2 3 2001 NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK "HC,H2.5,1­18" UNLESS NOTED OTHERWISE. * INDICATES SEMCO HARDWARE ALL OTHERS SIMPSCN HARDWARE BERM DROP BERM 145'4-8 7 C478 T It WARNING NOTE Ln CO Ag 00 NOT CUT OR ALTER TRUSSES, UNLESS cm m zj- in W N CO A9 A]1. APPROVED BY TRUSS OFFICE cr_m w :3 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT in DO m ACCORDANCE WITH THIS LAYOUT DO 3. NO BACKCHARGEs ALLOWED, UNLESS APPF 0 1. IN WRITING BY TRUSS PLANT MANAGER L Xz q. APPROVED BY CD m APPROVAL DATE: DEL. DATE V) 315 15 m BUILDER TO CONY. FRAME ROOF, VALLEYS C3 0 AND O.HANGS AS NEEDED. c\j po BUILDER TO FRAME DOWN CEILINGS �n p AS NEEDED. B2 f% _Y t BUILDER TO BUILD UP WALLS TO 77 MATCH TRUSSES AT HIGHER PLT HT. C I ALL WALLS SHOWN ARE LORD BEARING UNLESS NOTED OTHERWISE. CONV. FRAME BY BUILDER 0 'b 1�c� o ,MANNING BLDG . SUPPLIES JOB: 80782 BESTCON LOC: LOT 19 PARADISE COVE 11155 PHILLIPS PKWAY PH# 268-8225 PLAN: 1523 JAX. FLA. 32256 DESIGNER: JIM SIMON w _____ I F - (A0782-#1523 - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 9.87 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0- PSF. WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 ; W1.5X4 III W5X5 T2 W1.5X4 W4 W6 4-5-5 7 r 4-5-5 W5X7 W1.5X4 III W5X8= W3X3 .61 8.09 M W3X6(A1) �2-0-0--3;-J IE 7-0-0 _I_ 8-3-8 _l 5-6-0 —7 9-9-8 15-3-8 Over 2 Supports J R=1110 U=410 W=3.5" R=1214 U=364 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _OTY:l FL 3 R - Scale *BRACING- *REFERRTOSHIBR91 (HANDLRING INSTALLIINGAND BRACI,NG)HANPLUBILISHED BYPTPI IN(TRUSSIPLATED 1111111111 f" TC LL 20.0 PSF REF R151--40004 INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ..�`` ��R P F`'��. TC DL 7.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� 4��• �/L�I�l STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `_ **[MPORIANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �, ��: B C D L 10.0 P S F D R W HCUSR151 01284250 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22839 B C L L 0.0 P S F HC-ENG DLJ/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NC TED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E O N - 23415 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�t� s�(OR1�p�,,•4 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j� ^•�•••• O U R.FAC. 1.25 FR0M JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines FNPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofuthorlYHnO#567 COMPONENT 11995SECTIONNO c t °E"o,*`� SPACING S E E ABOVE (A0782-#1523 - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: 100 MPH WIND, 10.45 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 2x6 SP #2 N: :132 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. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND SPECIAL LOADS 0.17" DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.53 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. BC From 90 PLF at 5.53 to 90 PLF at 13.50 LATERALLY BRACE BC ABOVE FILLER AT 24" OC. BC From 20 PLF at 13.50 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 = W5X5= W1.5X4 III W3X5= W5X5 W1.5X4 IIIW3X8 7 r T1 7 5 7 5 B g W3X8= 4.61 W1.5X4 III 8.09 M B1W1.5X4 III HS412 W3X5= W8X12 = W8X8 W3X8(A1) = W1.5X4 III W5X9(F1) 2�0 o 2I� o-DJ 19 11 8 15-0-8 9-0-0 _I_ 17-0-0 _I_ 9-0-0 14-0-0 T`3-0-01 12-6-0 T 5-6-0 f35-0-0 Over 2 Supports =j E R=1824 U=780 W=3.5" R=1565 U=669 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 3 R - Scale'WA *BRACNG. REI ERR TOES HIB-91 INEME STALLIING AND BRACING)HANPUBNISHED BYG. PTPI INSTALLING PLATED \\\t111�t0//+ TC LL 20.0 PSF REF R151--40005 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `1\\\\'�4R P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED • A�� T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. ��` ��I �C�9+�2��i **IMPORTANT** FURNISH A COPY OF THIS OF SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� B C D L 10.0 P S F D R W HCUSR151 01284270 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ,, r\ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NV.22830 B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN NATE�F SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AN PAPER ASSOCIATION) OF TPI. ALPINE TOT.L D. 37.0 P S F S E A N - 23424 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO v �W EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PERDRAWING �LP• �a Alpine Ett ineered Products,Inc. RESPONSIBILITYSOLELYTFOR HE STHE TRUSSEAL ON ICOMPONENT DES S DRAWING DIGNTSHOWNES CEPTA1 E SOUITAB ILITYOAND USENAL IOFETHNS '%C'Sr O(8� Qt �` D U R.FAC. 1.25 F ROM J S P Haine City,FL 33844 MPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t 1 y��G,T�1 �\\\ S P A C I N G S E E A BOD E FL Certificate of Authorization i/567 ANSI/TPI 1-1995 SECTION 2. A (A0782-#1523 - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 11.03 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense :131 2x6 SP #2 N: :132 2x4 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2 2x4 SP #2 N: FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. TC From 54 PLF at -2.15 to 54 PLF at 37.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 20 PLF at 0.00 to 20 PLF at 5.38 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 90 PLF at 5.38 to 90 PLF at 14.00 BC From 20 PLF at 14.00 to 20 PLF at 35.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 4 PLF at 35.00 to 4 PLF at 37.15 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5= W04(R) III W5X7 = T2 W1.5X4 III W3X8 7 F (A) (A) � 7 6-9-5 W2 B W3X6 8 4.61 8,09 M B1 Wl.5X4 ili HS412 W3X8(Al) W3X5= W6X8� W5X12 ; WI.5X4 III W5X12(F1) --0-0. 1_2-0-0 19-11-8 15-0-8 11-0-0 _I_ 13-0-0 _I_ 11-0-0 14-0-0 T 3-0-0 T 12-6-0 T 5-6-0 fE 35-0-0 Over 2 Supports R=1854 U=813 W=3.5" R=1580 U=693 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a 0-fY:l FL 3 R - Scale —WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO T C L L 2 0.0 P S F R E F R 1 5 1--40006 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `��tillilllll(��� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ( V C R p, PER EDRII NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` CCS• •� �����j� T C D L 7,0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. ) w _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 `` � `` 'C'9� -�/ � BC DL 10,0 PSF DRW HCUSR151 01284251 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA LURL TO :V th• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ���•••///""" �O'22839 p B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS UE SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIGN AL DESIGN G SPECIFICATION POHLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : .�"WE OF T 0 T.L D. 3 7.0 P S F S E Q N - 22726 CONNECTORS .ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • •�`� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �Qi•�(Q P.oP• �```� D U R FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSiB ILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND OSE OF THISHaines City,FL 33844 GG__ll �V c l'I.Certificate Of AUt}IOC17RnOII $('] ANSI7TPNT1 F0995NSECTIONC2 LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt,'I�ya`,G��,``` SPACING SEE ABOVE (A0782-#1523 - A4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 2x6 SP #2 N: :62 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W2 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND SPECIAL LOADS 0.15" DUE TO DEAD LOAD. -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.38 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 90 PLF at 5.38 to 90 PLF at 14.00 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 14.00 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5= W3X6 = W5X7 W3X5 4=—� W3X5 W1.5X4 III W3X8�� 7 r 1 (A) 7 7-11-5 W2 B2 B W34.61 B1 +8.09 M HS412W3X8(A1) - W3X5= W6X12 W5X12 W1.5 W1.5X4 III W5X9(F1) L2-0-01_2-0-0 �—�1 19-11-8 15-0-8 IF 13-0-0 I 9-0-0 _I_ 13-0-0 14-0-0 'T 3-0-0 i 12-6-0 T 5-6-0 �E 35-0-0 Over 2 Supports j R=1854 U=832 W=3.5" R=1580 U=709 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD _.9,5a QTY:l FL 3 R - Scale `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R151--40007 BRACING INUTE,RE 583 DFER OONOFRIO OR HANDUITE 200LING T AM ADN SGNNDWBR AC 53719),ING PUB OR SSADFEBV PR ACTICES(TRUSS PR IDR ATO `.```TE �`tnR R X1/1, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; ``JG•L F�w�O��' TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� i "��F�L+�•�Yw **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �/ • BC DL 10.0 PSF DRW HCUSR151 01284269 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE FO /,{t. _ NG NC ALPINE BR ACDNGHOFTTRUSSES.USSES COTHOISMOFSIGNANCE ICONFORMSTH TPI; ONITHAAPPLICABLE PROVBRICATIN DISNONSSOFPNDSG(NATIONALSIALLIOFSIGN J No_22839 BC LL 0.0 P S F HC-ENG D L J/W P F UILSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND THIS. ALPINE • STATE OF TOT.L D. 3 7.0 P S F S E A N - 22734 CONNECTORS ARE MADE OF 2EGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sr �.+n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PftOFESSIGNAL ENGINEERING �e-0, 'F�OFjIGp'�'tr �� D U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C�f�pj�[� Hames City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QCt'` / 11'r'��G�� SPACING SEE ABOVE FL Certificate .f Xu ANSI/TPI 1-1995 sECTIon 2. _ /it ►r� (A0782-#1523 - A5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 2x6 SP #2 IN: :B2 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND SPECIAL LOADS 0.14" DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.38 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. BC From 90 PLF at 5.38 to 90 PLF at 14.00 LATERALLY BRACE BC ABOVE FILLER AT 24" OC. BC From 20 PLF at 14.00 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5= W5X5= W3X51i W1.5X4 III W3X8 T1 W1.5X4 III 7 r 7 9-1-5 W4 W2 B 6 W5X7= 4.61 8.09 M W1.5X4 III B1 HS412 W3X5 = WH8 W1.5X4 III W3X8(Al) - W6X6(R) \\\ W5X12(F1) 1_2-0 01 2(E 0-0_I 19-11-8 15-0-8 15-0-0 1_ 5-0-0 _1_ 15-0-0 _I 14-0-0 T 4-0-0 T 11-6-0 I 5-6-0 35-0-0 Over 2 Supports j R=1854 U=851 W=3.5" R=1580 U=725 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 3 R - Scale =.1875"/Ft- -WARNING" .1875" Ft.-WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \111�i��t�1j"I T C L L 20.0 P S F R E F R151-4000 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��.�``�'�E R P.�fif �� TC DL 7.0 P S F DATE 10/11/081 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� Z��a _IMPORTANT*, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINLfRED : ' BC DL 10.0 P S F D R W HCOSR151 01284252 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 2839 BC LL 0.0 P S F HC-ENG D L J/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN c r SPECIFICATION PUOLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S TE Or CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 22750 EACH FACE OF TRUSS, AND UNI-ESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERING '��Ce/ L�R�R�� `; D U R FAC. 1.25 FR0M JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ty�ly r(jam Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t ������ p a`���� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 sEcnoN z. 1C r!t1 (A0782-#1523 - A6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T5 2x4 SP #1 Dense: 100 MPH WIND, 12.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense :B1 2x6 SP #2 N: :B2 2x4 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. TC From 54 PLF at -2.15 to 54 PLF at 37.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 20 PLF at 0.00 to 20 PLF at 5.72 BC From 90 PLF at 5.72 to 90 PLF at 14.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 20 PLF at 14.00 to 20 PLF at 35.00 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 4 PLF at 35.00 to 4 PLF at 37.15 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. W5X5 = LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W3X5 W5X5 a 7 r (A) 10-3-5 � 7 W5X5% W3X8 (8) T5 W4 W2 B2 8 11 Wl.5X4 III W3X6 = 4.61 W1.5X4 III 8.09 M BI _ HS412 W3X8(A1) = W3X5 = W8X8= W3X5 W5X7; W5X12(F1) 2� 0-0_ 2� 0-0 18-8-8 1-0-0 16-3-8 I� 17-0-0 31 I_ 17-0-0 14-0-0 T 3-0-0 T 12-6-0 T 5-6-0 35-0-0 Over 2 Supports =j R=1834 U=859 W=3.5" R=1576 U=739 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 3 R - Scale =.1875" 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--40009 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `�pUlla l!►����' INSTi TOTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `� �(ER P, 41 T C D L 7.Q P S F D ATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • FSA-�j� 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 �t Cir•? �� BC DL 10.0 PSF DRW HCUSR151 01284253 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. SNIPPING, INSTALLING AND Na.2239 g g L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN _ NG = SPEC"ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF • r T 0 T.L D 3 7.0 P S F S E A N - 23690 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TC; M EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� • ��p��QP'• ��/�� D U R.FAC. 1.25 F ROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��j •••• ��� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O G't D ENc����p S P A C I N G S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. �� �» I I I I , (A0782-#1523 - A7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 2x6 SP #2 N: :B2 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND SPECIAL LOADS 0.15" DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 SEE DWGS TCFILLFRO699 AND BCFILLER0699 FOR FILLER DETAILS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.71 (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 90 PLF at 5.71 to 90 PLF at 13.53 BC From 20 PLF at 13.53 to 20 PLF at 35.00 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. BC From 4 PLF at 35.00 to 4 PLF at 37.15 LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III W3X8 (A) W6 7 r 7 10-6-13 W3X5 W5 W 5 X 8 W1.5X4 III (B) T4 B2 8 W1.5X4 III W6X8 = 4.61 8.09 M B1 W1.5X4 III HS412 = W3X5 = W8X8= W6X8 W3X8(A1) - W5X9(Fl) 2( D_D �,c1 16-8-8 18-3-8 _I f 13-0-017-6-0 -1 3-0-0 T -1- 13-6-0 17-6-0 I 5-6-0 35-0-0 Over 2 Supports R=1814 U=855 W=3.5" R=1564 U=737 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 3 R - Scale =.1875" Ft. -WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A80 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\1�le��tttltt/I//� T C L L 2 0.0 P S F R E F R151--40010 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\ '�G RL p, //!j PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 QY•f;i'•,FI�,�4�� T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F e�•, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED '• ' ���� BC DL 10.0 PSF DRW HCUSR151 01284254 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ✓��. C%3 7 = B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING Of TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL sl Gli SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •, STA:TE OF CONN ECTOftS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO .. T 0 T.L D. 3 7.0 PSF S E A N - 22759 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '� •• ,( DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !��(•V/•• �UR10P•�LL• �` DUR.FAC. 1.25 FROM JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS ,j��+JCp��• G``�```�� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERDCI /C� DGI,W�\\\� SPACING SEE ABOVE Fl,Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. A lit (A0782-#1523 - A8 ) 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 :B4 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W2, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.19" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 W3X5 W3X5 7r i7 10-6-13 145X7 W5 (A) W5X7 W2 8 W3X5= W3X5- ' 844.61 W1.5 8.09 M X4 III W3X6(B 1) = W1.5X4 III W6X12 = W6X6 ;Wl.5X4 III W5X7 W3X8(A1) z1 -0-0. 2IE 0-0_I 14-8-8 20-3-8 I� 17-6-0 ,i_ 17-6-0 f 10-9-8 T 3-0-D T 15-8-8 T 5-6-0 fE 35-0-0 Over 2 Supports R=1415 U=585 W=3.5" R=1415 U=584 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1.9.5a QTY:1 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\L �r� T C LL 20.0 P S F R E F R 1 5 1--40011 INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �` TC DL 7.0 P S F DATE 10/11/01 � E P. �. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftO SHALL HAVE PROPERLY ATTACHED ''`` s���•. �/y�I�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� l^1 �!,9••?j **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED mak' Tom• B C D L 1 0.0 P S F D R W HCUSR151 01284255 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVE ATION FROM THIS OESIGN; ANY fAII UR TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i NO.22839 B C L L Q.Q P S F H C-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 5 = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 2060. ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 P S F S E Q N - 22757 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . ,c • DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `� �� ••��1��Q�• & � Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, IH E SUITABILITY AND USE OF THIS ���/'l/r� rp ` r�r��� OUR.FAC. 1.2 5 FROM J S 1'I,Certificate City, FL 03380#$(] COMPONENT T1 FOR ANY GE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 11('r 1G�j f3 T�„�,\\,`` SPACING 24.0" (A0782-#1523 - A9 ) 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 :B4 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.20" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 W3X8 W3X5 W6X6 7 � 7 10-6-13 (A) W6X8 (A) = 4 8 W6X8 = .61 W5X7 = 8.09 M W6X12 = W6X6; Wl.5X4 III W5X5 W3X6(B1) W1.5X4 III W3X8(Al) 20--O_ 2�0 13-5-8 21-6-8 17-6-0 _I_ 17-6-0 �I 9-4-0 T 3-00 T 17-2-0 T 5-6-0 1 fE 35-0-0 Over 2 Supports J R=1415 U=585 W=3.5" R=1415 U=584 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:6 FL 3 - R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-40012 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0%rJ11p11111/llINSTITUT / PERFORMING TME SEDF OU NC TION SIO DR UNLE SSTOTH OE RW ISEDINDICAWED, TOSON PICHORDFbHAL1 FHET AYEPPRO PERLY ATTACHED ICES PRIOR TO ``, Gn P,''�i T C D L 7.O PSF DATE 1)/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PNOP ER ATTACHED RIGID CEILING. t�lC. ••� '�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •� -9TH 2 BC DL 10.O P S F D R W HCUSR151 01284256 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA ILURE TO • _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22839 = B C L L 0.0 P S F H C-ENG D L J/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN rt SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - GTA 1 E O1- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTEO. APPLY CONNECTORS TO • = TOT.LD 37.0 P S F S E A N - 22765 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER7. DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING jF�j i•���R����`"rte` D U R.FAC 1 2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FL Certificate of utho zattiionk567 ANSIINPNT1F1995NSECTIOONC�LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct '�'v2'roil, 11'00, SPACING 24.0" (A0782-#1523 - A10 ) 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, NOT BOT CHORD 2x4 SP #2 N :B4 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 W3X8 W3X5 0� W6X6 7 r. � 7 10-6-13 (A) (A) W 6 X 8 0� B W5X5 = B44.61 8.09 M W6X12 = W6X6; W6X8= W5X7 W3X6(B 1) Wl.5X4 III W1.5X4 III W3X8(Al) W1.5X4 III W1.5X4 III p 2 -I 1_2-0-0 � 18-0-0 17-0-0 1� 17-6-0 _I_ 17-6-0 9-4-0 T 3-0-0 T 17-2-0 5-6-0 35-0-0 Over 2 Supports R=1415 U=586 W=3.5" R=1415 U=585 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT[ 0%11111i1ll/ TC LL 20.0 P S F R E F R 1 5 1--40013 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\� '�.�R P,��.,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��� ;�tt�Cq!2 ''' T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� "IMPORFANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' • BC DL 10.0 PSF DRW HCUSR151 01284257 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yS w� • '_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO a�. No.2'2839 � BC LL 0.0 P S F HC-ENG DLJ/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN T r SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. Al,P INE STAT OF CONNECTORS ARE MADE OF 20GA ASTM A613 GR 40 CALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :'• - T 0 T.LD. 37.0 P S F S E Q N - 22768 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER is •n`t)AtO1•. DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �Lry D H R.FAC 1.2 J FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I ......�` �� I:I.t,'eiltl11Ca1C OtAUUlO 28t1OI1#$67 ANSI/NPIT1 FOR 1995ANY SECTR�NCZL AR HUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QCt',�li�/ 2j�Ei.0``�\\ SPACING 24.0" (A0782-#1523 - All ) 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 #1 Dense :B2, B3 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. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.31" DUE TO DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. W5X5 W3X5% W3X5 7 10-6-13 W5X7 % 7 W 5 X 8 (A) (A) q1 R B2 B3 4.61 W3X5= W6X8- 4.61 W3X5= W3X3= 8.09 M W5X7 = W1.5X4 III W5UzEi W3X8(Al) W1.5X4 III W3X8(Al) Z° owl 2IE D-DJ 17-6-0 _�_ 17-6-0 I 5-6-0 T 24-0-0 T 5-6-0 35-0-0 Over 2 Supports J IR=1415 U=585 W=3.5" R=1415 U=585 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151-40014 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\UdtiE�f((�(' INSTITUTE, 583 D'ONOFR 91 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TU %% G R P I,!", T C D L 7.0 P S F DATE 1 0/1 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� • F/ i STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� �`�••�A **]MPOR TANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 ��•-Y BC DL 10.0 PSF DRW HCUSR151 01284258 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Su BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AWD . j CoN .22839 = B C L L O.0 P S F H C-ENG D L J/W P F ALPINE BRECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SIGp SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �_ T 0 T.L D. 3 7.0 P S F S E Q N - 22770 EACH FACE OF TRUSS, AND UNLESS OTHER WI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •� (�,y DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �p�C���Q���\:�•`�,��` D U R.F A C 1.25 F ROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF FH IS /�C J -`G�C � 11aines City,FL 33844COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF SHE BUILDING DESIGNER, PER \\ S P A C I N G 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Oct 1 /�(( (A0782-#1523 - Al2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R 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 #1 Dense :B2, B3 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0.31" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 = W5X5 W6X6 W5X5 W 3 X 8 W6 W5X5 7 r 7 9-4-13 B2 W5X8 B3 4.61 W3X3- 4.61 8,09 M W5X14 = W5X7 W3X8(Al) W1.5X4 III W5X7 W1.5X4 III W3X8(Al) 1.2-0-0 20-0 115-6-0 I 4-0-0 _1_ 15-6-0 _I 1- 5-6-0 –1 24-0-0 I 5-6-0 35-0-0 Over 2 Supports j R=1415 U=597 W=3.5" R=1415 U=597 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BI RACISTING TE,REF ER TOONOBFRIO D(MANDLING INSTALLINGMADI ANDWBRACING19),PUBORSSADETY PR ACTI(TRUSS ORTO PLATE AAAAA�t�R T C L L 20.0 P S F R E F R151--40015 PEREORM[NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `���P �iL�C��AA I' T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHOftD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` C+ FYv **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ ��: B C D L 1 0,0 P S F D R W HCUSR151 D1284259 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �• O.`22839 = B C L L 0.0 P S F HC-ENG DLJ/W P F ALPINE BRACING BF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PU BLISHE0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ��\J A. STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 PSF F S E Q N - 23693 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION f0NNECf OR PER •�`` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING / (j��h••�Q�t��P'• O U R.FAC. 1.25 FR0M JS Alpine Engineered Products,I(U. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. ME SUI IAB IL ITY AND USE OF THIS I E Y`G,�l�`�� t'I.Certificate Oi FL uthor'338 on#567 AN SIONPNT1�o995RSECTION CZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0Ct t'��/,j��D�`\\\\`\ SPACING 24.0" (A0782-#1523 - A13 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 #1 Dense :62, B3 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. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 145X5= W3X5= W5X5 W5X7(R) 0� W5X7 (R) W1.5X4 III W1.5X4 III 7 r � 7 8-2-13 B2 B3 4.61 W6X8= W6X8= 4.61 W5X14 = W5X14z 8.09 M W1.5X4 III W3X3= W3X8(A1) W1.5X4 III W3X8(Al) 2-0-02L o-o_I L_ 13-6-0 _1_ 8-0-0 _1_ 13-6-0 5-6-0 1 24-0-0 1 5-6-0 1 �E 35-0-0 Over 2 Supports R=1415 U=607 W=3.5" R=1415 U=607 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151-40016 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE N�tltii{[f{ffff PERFTO INSTORMING THES EO FO NOCTIONS DIO R UNLE SSTOTHOERWI SE DINDICATED, TOPI"ENDFb H ALLF HAYEPP RO PERLYCIL CE' ATTTACHED i ��`d}�,-Ri P Fj�1'��,, T C D L 7.O P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ) �O �y�•�l�l �2"Y'iG *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 10.0 P S F D R W HCUSR151 01284260 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /- No.2288 '' BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICA D LE PROVISIONS Of NOS (NATIONAL DESIGN _hhh N O SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE �.• 6-TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.LD 37 0 P S F S E A N - 22778 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ". DRAWINGS 160 A-Z. THE SEAL ON THIS OR AW]NG INDICATES ACCEPTANCE PTANCE OF PROFESSIONAL ENGINEERING NEERSNG ��••�4 D��QP•- I - D U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SU[TAB ILI TV AND USE Of THIS �i{� pc • L#�� FL Certificate ofAuthorizattio k567 ANSI/TP I1 11995NSEPTION 2LAR BUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCt'll���j'�t�DE9G��```` SPACING 24.0" I , I (A0782-#1523 - Bl ) 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 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. TC From 54 PLF at -2.15 to 54 PLF at 2.52 TC From 158 PLF at 2.52 to 158 PLF at 20.00 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 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04= % 7 r WH3 7 5-10-4 W5X9(R) ��� S:!!!� W2X4(D1) 0-0-4 1 8.09 M L-2-0-0-3;J I 10-0-0 I 10-0-0 J FE 20-0-0 Over Continuous Support J R=171 PEE U=73 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:! FL 3 R - Scale —WAR N ING" 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- -40017 BRACIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE N��t11„ ��4 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ♦` '�E R P F''�• T C D L 7.Q P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ♦ 91H , rI� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ♦♦♦/ •1�F,C�•�2�� *'IMPORTANT" FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,`% (�� ���• BC DL 10.0 PSF DRW HCUSR151 01284261 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ORE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANL1 No.22839 BC LL 0.0 P S F HC-ENG D L J/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE = SPECIFICATION PUBLISHED BY THE AMERICAN FORE Si ANO PAPER ASSOCIATION) AND TPI. ALPINE ;S I A I L nF CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ti T 0 T.L D. 3 7.0 P S F S E Q N - 23538 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ����'•�C� �1.0R1DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � • ♦♦ . Alpine Engineered Products,Inc. RESPONS I8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •j( '��}E r�E`u� `♦♦ OUR R FAC 1 2 5 FROM J S Hai51N111995SECTION COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCert1cate0AUIIIorizatio 4567 ANSI)TPOct 1L��•ly�j{►{fP��W```` SPACING SEE ABOVE I (A0782-#1523 - B2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.74 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 DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 20.00 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.38 BC From 90 PLF at 5.38 to 90 PLF at 14.62 BC From 20 PLF at 14.62 to 20 PLF at 20.00 W5X5= W1.5X4 III W1.5X4 III 7 F 7 6 2 5 1-101' gh 8.09 M W6X6 = W6X6 W3X5(Al) = W3X5(Al) L-2-0-0-;J I 10-0-0 I 10-0-0 J rE 20-0-0 Over 2 Supports R=1192 U=516 W=3.5" R=1055 U=457 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL 3 R - Scale xBRACRINGNG XREFERR TOSES HIB 90UIR(HANDLING INSEME TALLHINGAAND BRACHING)HANDLING, AN PUBHLI SHE DH B YP TP I IN(TRUSSING AND PLATE \\11\Iltltl l/, T1. LL 20.0 PSF REF R151--40018 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY A VEPRACTICES PRIOR TO ti\`` E R P. ,�,//,�' SH ERE R'l NG THE S E TO zSIUCTURAL T*BELS, BITI NISI O11 CHORDO f HT P IS H DESI GN AVE A P T TO T HEYIDATTACHED01 RIG ECONTRACTOR.PALOPINE YE NGINEERDD ```,�� `"}it�C/Q y,'i T C D L 7.0 P S F DATE 1 0/1 1/0 1 ` h BC DL 10.0 PSF DRW HCUSR151 01284262 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n' BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FAD RICATING, HANDLING, SHIPPING, INSTALLING AND 3 N0.GL'03A B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E 0 N - 23367 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� •� F` O •vA7 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y% C •••ORI �/// D U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNO WN. THE SUI TAB IL IT AND USE OF 1NIS /�,}�� •��G�\``��� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �-G�/��D� FL Certificate ofAutU1Octorization#567 ANSI/TPI 1995 SECTION 2. X110% SPACING SEE ABOVE (A0782-#1523 - C1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 100 MPH WIND, 9.26 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 0.17" DUE TO LIVE LOAD AND SPECIAL LOADS 0.13" DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 2.17 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. TC From 158 PLF at 2.17 to 158 PLF at 8.83 TC From 54 PLF at 8.83 to 54 PLF at 13.15 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 20 PLF at 0.00 to 20 PLF at 11.00 BC From 4 PLF at 11.00 to 4 PLF at 13.15 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 WN4% T T3 W3X4 7 r 3-2-12 III + W3X4% .61 + W5X7 (R) 4.61 W3X4�� 8.09 M W3X4; W3X4 L-iE-2 0 O--J L-2-0-0---J 5-6-0 .5-6-0 i 11-0-0 Over 2 Supports J R=873 U=353 W=3.5" R=873 U=353 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a Q1Y:1 FL 3 R - Scale =.375" Ft. -WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--40019 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %%%1111111ftj,� INSTITUTE, 583 D'ONOfftIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\\�,F R P.,�'�i,, T C D L 7.0 P S F D A T E 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED `�� � f�,9!�,,' STRCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _[�i _IM POR T ANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•. BC OIL 10.0 P S F D R W HCUSR151 01284263 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n• BUILD THE TRUSSES ]N CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = No.22839 = B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ;. .STATE OF : TOT.L D. 37.0 P S F S E Q N - 23341 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •• F� l`' O U R.FAC. 1 .25 FR0M JS C1Rt0••• Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��vi`t�••.+• � ``�� Hames C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE ftESPONS[BILITY OFTHE BUILDING DESIGNER, PF.R ��D�N \\\� FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Oct 1F ;1', rq SPACING S E E ABOVE (A0782-#1523 - C2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3, W7 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC From 54 PLF at -2.15 to 54 PLF at 4.50 TC From 158 PLF at 4.50 to 158 PLF at 17.29 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.29 + MEMBER To BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND W4X4 0.13" DUE TO DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X5�i 1 7 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF W3X5 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W6X8 7 r \T 2 7 8 7 W3X5 W2 \ 5-3-9 \ W W3X5% 61 W6X10 = 4.61 \ W7 B1 8.09 M W3X5; W5X5= \X8- + ADJACENT TRUSS ROOF LINE L--2-0-0-3;rJ I� 13-2-0 i 4-1-8 5-6-0 —1 5-2-8 T 6-7-0 LE 17-3-8 Over 2 Supports j R=1323 U=591 W=3.5" R=1408 U=629 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTYFL 3 R - Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACING CNSTITUTE,REFER FE3 TOOHID 91 (HANDLING INSTALLING ANDWBRACING) PUBLISHED LL H BY PR ACTI(TRUSS ORATE ���o 0111111111, 111'11 F�,,� TC LL 2 .0 P S F R E F R 1 5 1- -4 0 0 2 STR UPER URM ICTUR AG PANEL SUB OTTOMN CTION SCHORDE SH ALLH HAVESA PROPERL YD ATTACHED URBGIDAC EILING PROPERLY ATTACHED ! ♦ ••��i1}Cq IA_�`�' pT C D L 7.0 P S F DATE 10/11/01 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ff I ��V2 BC DL 10.0 PSF DRW HCUSR151 01284271 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 No.22839 r BC LL O.0 P S F HC-ENG DLJ/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN v = SPECIFICATION PUBLISHED BY THE AMERICAN FOR ANO PAPER ASSOCIATION) AND TPI. ALPINE STATE OF - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ••• TOT.L D. 37.0 P S F S E Q N - 23588 EACH FACE OF THUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Aj' ^ F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFESSION.4L ENGINEERING ij Vr•• OR-TjI. _�t �♦ D U R.FAC. 1 2 5 FROM J S FLCeRfi OCAOIIIO[ ug0#IS(] COMPONENT d SiONPNB1f1995NSECT[ONO2LAREBUILOINGOMSOTHETRDSPONSIBILINY OF THE BUILOBNGIOESIGNERSEPER iHI o�tj�i ;� ,Q;;�:,��r����`` SPACING SEE ABOVE " I I , _, . (A0782-#1523 - C3 ) 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, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X4 � 7 W3X5% W4X4 W1.5X4 III 7 F 8-0-8 5-7-10 W3X3= W3X8 .61 W5X12 4.61 8.09 M W3X3= W2X5(Al) W1.5X4 III W1.5X4 III L--2-0-0-3;--j 13-2-0 _I_ 4-1-8 I 1 5-6-0 T 11-6-0 —0 n3 8 17-3-8 Over 2 Supports R=775 U=346 W=3.5" R=625 U=264 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19..5a QTY:4 FL 3 R - Scale =.3125" Ft. **WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �i11111111►/� TC LL 20.0 P S F R E F R151- -40021 9NSTI TE TUT E,RE583 DFER OONOFRIO DRH ANDUITE 200NG TAMADNSONNDWBRAC53719),PUB ORSSADF E TTY PR ACTICE S(TRU P RI OR ATO ��"���'(E R P F����i, PERFORM TUR AG PANEL S THESE f UB CTION OTTOMSCHOR DF SHAGL THAVESA PR OPERLYD ATT ACHE DOR IDGIDACEIL IN' HAVE IMP ATTACHED `��` ��,t� �Cw�/w � T C D L 7.0 P S F DATE 10/11/01 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �' �-'Y BC DL 10.0 PSF DRW HCUSR151 01284265 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i' /� p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND MQ.2283.7 U C L L 0,0 P S F H C-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DE Si ON SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .��/ STATE OF � � T 0 T.L D. 3 7.0 P�F S E Q N - 23547 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NU TED. APPLY CONNECTORS TO i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER ���F�.F Q` { � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �I��1/- �QRI'D �� D U R.FAC. 1 .25 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUi TABILITY AND USE. OF THIS X01 (3��.` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct SPACING 24.0" FL Certificate of Authorization il567 ANSIJTPI 1-1995 SECTION 2. F/IIYY (A0782-#1523 - D1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 9.43 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL WEBS 2x4 SP #3 = 5.0 PSF. SPECIAL LOADS CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 0.23" DUE TO DEAD LOAD. TC From 54 PLF at -2.15 to 54 PLF at 20,15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 20 PLF at 0.00 to 20 PLF at 18.00 BC From 4 PLF at 18.00 to 4 PLF at 20.15 TC 234 LB Conc. Load at 5.50, 12.50 TC 250 LB Conc. Load at 9.15 BC 110 LB Conc. Load at 5.50, 12.50 W5X7; W3X8= W5X7 UH 7F B2 � 7 3 6-13 W5X12 = W1.5X4 ill W5X12 .61 4.61 8.09 M W3X8(Al) W3X8(A1) L-2-0-0-;;--J L-2-0-0-;;;-j 1� 5-6-0 7-0-0E5-6-0 J ( 5-7-8 6-9-0 5-7-8 18-0-0 Over 2 Supports R=1254 U=511 W=3.5" R=1258 U=512 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:I FL 3 R - Scale —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �C L L 20.0 P S F R E F R 1 5 1--40022 BRACIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '\111111111/x// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wi 53719), FOR SAFETY PRACTICES PRIOR TO \ 't e R P,�;/I�� TIC D L 7.O P S F DATE 1 O/1 1/0 1 PERFORMING THESE FUNCTIONS. OR ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i A-1 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `\ s\��th't(�"•-•'1`"�� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L Q." ��' i BC DL 10,0 PSF DRW HCUSR151 01284264 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ````A7 �! BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y_• •"I11 2Gr3�9 B r L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ �Y11 GGO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. AI PI NE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E A N - 6489 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'r-,DRAWINGS 'A 1• • �� Alpine Engineered Products,Inc. RESPONS181LR NG OITY SOLELYTFORHE STAE TRUSSICOMPONENT DESSING IGNTSHOWIN. THE SSOITABIFITYNCE OF OAND USENAL I0FETHIS �j�(f(`�-,•Et•paR p��\ j t' D U R FAC. 1.25 FROM J S Raines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt '1/� ' 1•.'Ci�P�\` SPACING SEE ABOVE FL Certificate of Authorization4567 ANSI/TPI 1-199s secnoN z. /i/� a� (A0782-#1523 - D2 ) 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 = W1.5X4 III W3X8= W1.5X4 III IA L- 7 r 4-8-13 4-8-13 W5X5= W5X12 .61 4.61 8.09 M W2X5(A1) W3X3 L---2-0-0—J 7-6-0 zl 10-5-8 I 7-1-8 T 3-9-0 r -7-1-0 17-11-8 Over 2 Supports j R=805 U=359 W=3.5" R=644 U=278 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.6a QTY:l FL 3 R - Scale =.375" Ft. —RACING-WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i`, ittllff/ T C L L 20.0 P S F R E F R151--40023 BNSTTE ITUTE,RE 583 DFER OONOBRIO DRHANDUINE 200T AM ADN SONNDWBR AC53G19I PUB FOR SSAHE Df EBY PR ACTT CE'S(TRUIOR AIO �`°�E R P //�� SIR UPEREOCTUR AL PANEL STUB OTTOMNCTIONSCHOR D ES H ALL HHAVESA PRO PERL YNO DATTOACHEDOR 0I GIDALL CEI LI NG PROPERLY ATTACHED ,`�� 4..�; I���I�j r�j�' TC DL 7.0 PSF DATE 10/11/01 _IMP ORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' • �/:� BC DL 10,0 PSF DRW HCUSR151 01284266 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 No.22839 s) 8 C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES THIS DESIGN FOR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DESIGN — SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i J 1^ TF OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F SEAN - 23549 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCA IED ON THIS OFSIGN, POSITION CONNECIORS PER �� •••F`( p. •� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �s •�R gid• • D U R.F A C 1 2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,��//' � r`�G� , Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt 1'C�/IN��D„1�� SPACING 24.0" FL Certificate ofAuthorizetion#567 ANSI/TPI 1-1995 SECTION 2. .., .. 1 7 (A0782-#1523 - D3 ) 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, 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= W3X6= W1.5X4 III ni W1.5X4 7 r 5-10-13 5-10-13 W5X12 .61 4.61 *8.09 M W3X5(Al) W 3 X 3 L---2 0 0—Ij I 9-6-0 _I_ 8-5-8 9-0-0 T 8-11-8 17-11-8 Over 2 Supports R=805 U=346 W=3.5" R=644 U=277 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _19.5a QTY;1 FL 3 R - Scale =.375" Ft. *B RACING, REFER TO HIB 91 (HANDLUSSES REQUIRE ING CARE INSTALLIING AND BRACING)HANDLING,PUBLISHED BY YP TPI INSTALLING PLATE ,1��c /I// TC LL 20.0 PSF REF R151--40024 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO a ``��IF R P.P`'�• T C D L 7.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWTSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED f;�••• �/L��iSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A� B C D L 10.0 PSF DRW HCUSR151 D12B4267 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANYFAILURE TOBUILD THE INDSSESINCONFORMANCEWITHTPI; ORFABRICATING, HANDLING, SHIPPING, INSTALLING AND .22839 SB C L L 0.0 PSF HC-ENG DLJ/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE TATE OF . CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO • TOT.L D. 37.0 P S F S E Q N - 22781 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � ri��`��a�UP�r ��~ DUR.FAC. 1.25 FROM JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILITY AND USE OF THIS �`oi E ``\``\ F1.Certificate City,I�I110I 331841OIl�$()�] ANSI/NENTl FOOR ANSE SECTION CSL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE SIGNtR, PER Oct 1`�r�/y /+�Eltic��`\ SPACING 24.0" (A0782-#1523 - D4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 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 :W3 2x4 SP #2 N: WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5= W1.5X4 III nI T2 W1.5X4 W3 (A) 7 r 7-0-13 7-0-13 W5X8= .61 4.61 8.09 M W3X5(Al) W4X4 L---2-0-0---:;--J I� 9-0-0 11-6-0 8-11-8_I_ 6-5-8 _ _I � T I IE 17-11-8 Over 2 Supports j R=805 U=346 W=3.5" R=644 U=257 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL 3 R - Scale =.375" Ft. **RACING WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,`lllllllll►/��, T C L L 20.0 P S F R E F R 1 5 1--40025 BNSTITUTE REFER TO DOONOPRIO DR HANDUINE 200TAMADNSONNDWBRAC53719).PUf OR SSADEBY PR AC7I CESY TP U PRI OR ATO �.�`��'C�R P F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `���' Sei� �C11/w'ice' TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . BC DL 10.0 PSF DRW HCUSR151 01284L68 _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 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 No.22839 ; = g C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PftOYISIONS OF NDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE • STATE OF • r TOT.L D. 3 7.0 P S F S E A N - 22783 CU NN ECTORE ARE MADE OF 20GA ASTM A"3 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i DRAWINGS EACH FA E160 AR USS. AT DE USE AL NLESSONTTHRSIDRAWING SE LOTED INDIOC ATE SSOF ACCE PT ANCEOOFTION PROf EOS SNON AOL RS PER E NGI NE ERING '����n� �R�DA•`��/��` D U R.FAC 1.25 FR0M JS Alpine Engineered Products,Inc. RESPONS LEE LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB ILI TV AND USE OF 1HIS / Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D C t 1111;Z4011124 ���F p EN" SPACING 2 4.0" FLCertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (A0782-#1523 - 1' CJ 3L 3R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N NEGATIVE REACTION(S) OF -181# MAX. (SEE BELOW) FROM A NON-WIND BOT CHORD 2x4 SP #2 N LOAD CASE REQUIRES UPLIFT CONNECTION. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. � R=-181 U=180 7 8.70 M T 0 8 1 8.37 M 0-11-5 .61 T 8.09 M R=-23 U=180 W2X4(A1) -2 0 0 _I-1 0-12� 1-0-0 Over 3 Supports RR=3-98 UU=384 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:6 FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACING CNSTITUTE,REFER CIS DOONOB-91 DRHANDUITE 260TAMADNSONNDWBRAC53719),PUBLISHEDOR FEBY PR ATP ICTI(TRUPRIORATO ��``�`�`rG R�p r T C L L 2 0.0 PSF REF R 1 5 1--4 0 0 PER EOR MI NG THESE FUNCTIONS. UNLESS OTHERWISE IND[G ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t1 i�C� w�I��� TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 F -fes **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 HCUSR151 01284246 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHD /. ; No.22839 ; = BC LL 0.0 P S F HC-ENG D L J/W P F 7ALPINE 8RACING OF TRUSSES. THIS DESIGN GONFOR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN (� r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •. STA Tc OF CONNECTORS ARE MADE OF 20GA ASTM A653 Gft40 GALV. STEEL, F.%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37 0 P S F S E 0 N - 23162 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� ��'C OR AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��F(y+,p� �ORIQP�•' �` D U R.FAC. 1.2 5 F ROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TI{E TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB It ITY AND USE OF THIS 1"4 "!'�' ��`� `�� F1.certificate cnes City,UIhOr1384 #$67 COMPONENT IFOR R�ANY SECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct "�'�idj eof-14 SPACING 2 4.0 (A0782-#1523 - 3' CJ 3L 3R ) 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, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. +9.86 M 1 13R=24 U=180 2-1-5 7 r 9.13 M R=16 U=180 .61 8.09 M W3X8(Al) L--- 2-0-0-��-3-0-12—� 3-0-0 0- ver 3 Supports R=302 U=205 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:6 FL 3 R - Scale —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^r BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--40001 PERFORMING THESEDFUONCOTIONSIO DRUNLESSTOTHEORWISEDINDICAWED, TOSON P19HORDFORALAFNAVEPPROPEftLY ATTAES CHED .4h��`�'�E R P.F/�''�o T C D L 7.0 P S F DATE 10/11/01 h�t�l ti �i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAtlE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� \ ��• BC DL 10.0 PSF DRW HCUSR151 01284247 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q•228J9 `: ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F HC-ENG D L J/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE /J/•/J TATE OF CONNECT NEC TORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APP I.Y CONNE C,TORS TO ` •� ,p. T 0 T.L D 37.0 P S F S E Q N - 23164 DRAWINGSh FA E1S PER 60 ARU SS. ATHHE ND U SEALNLESS ON TTHIWIDR AWIO NGTIdD OI CAT ESSA CEPT ANCEDES G OOFTPR OFEION OSSIONALOR ENG WEER TNG '�j�Cy,--f4 0R�Q+��*I ``� Alpine Engineered Prodnets,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ✓j II D U R•FAC• 1•2 5 FROM J S F1.Certificateiof uthorIT8ttio 4567 ANGI/T PITTF11995NSECTIONCZLAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O,,t ,1/+//1"�y✓C l��W`\`` SPACING 24•0„ (A0782-#1523 - 5' CJ A1,D1 2L ) 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 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 11.03 M R=97 U=180 1-5-10 90 9. M 3-3-5 7 r 90 U=180 .61 8.09 M W3X8(A1) L-2-0-0 �E 5-0-12 _I �_5-0-0 Over 3 Supports R=351 U=193 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL - 3 R - Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -39999 BRACING. REFER TO HIB-91 (HANDLING IE 2NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1111111111►/� PERFORMING THESEOFUNCOTIONSID DRUNLESSTOTHOERWISEOINDICAWED, TOPICHORDFSHALLFE YHAVEPR A CTI P PROPERLY AITAlHEO �,, E RL p'�`�.z��j T C D L 7.0 P S F DATE 10/11/Ol STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •;II•f ' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �I'',v .� B C D L 10 0 P S F D R W HCUSR151 01284245 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C) (C•• ALPINE BUILD THE TRUSSES IN CONFORMAN CF NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �f pe((ff _ BRACSPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No ZZH$.7 _ g C L L 0.0 P S F HC-ENG D L J/W P F CO N N EC TO R SFI ATI OAR EPMAGESOFO20GATASTMMA653 ERICAGR40R GALV ST AN OS T E HIT EXCEPT A SI NO TE DND T ADPL YAC ONNECTORS TO STATE OF; TOT.L D. 37.0 P S F S E A N - 23174 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '��tnG•Fl�gl()P,�. � O U R.FAC. 1.2 5 FROM JS Alpine Engineered Clty1eF Products, ,lI1C. ROMPOEL R SPONENBIFORYANOLPARTIOULAREBUILDINGOMSOTHETREOSPONSIBIOSH BNY OF THE SUILDTA BNGIDESIGAN ONERSEPOR THIS �i�; .N� `�� FL CertificateofAutholization#567 ANSI/TPJ 1-1995 SECTION 2, Oct �4✓ of'o SPACING 24.0" (A0782-#1523 - 5'6° HJ D1 D45 ) 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. HIPJACK SUPPORTS 55-0-0 SETBACK JACKS. JACKS UP TO 7' HAVE NO DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WEBS. LONGER JACKS SUPPORTED TO BC. SHIM ALL SUPPORTS TO SOLID BEARING. 11.32 M R=233 U=332 1-6-5 10.11 M 3-6-8 4.95 f R=114 U=180 29 m8.09 M 0-0-1 W2X4(Al) Q-2-9-15 00E 7-9-5 Q7-8-9 Over 3 Supports R=419 U=510 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c OTY:2 FL 3 R - Scale =.375'' Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--39998 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111G111111111''o INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOPERFORMING THESE /� TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM SCHORD E SHALL SS H HAVE A PROPERLY ATTACHED SHALL ATTACHED RIIGIDCEILING,PROPERLY ATT ACHEO �� �Yw �' *`IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED •�'�. ,• I �j'•Y� i BC DL 10.0 PSF DRW HCUSR151 01284272 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 !1w .),O�(1 a B C L L 0.O P S F H C-ENG D L J/W P F ALPINE BRACING ACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = L l8 � � = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • •• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCL?T AS NOTED. APPLY CONNECTORS (0 TO .L D. 37.0 P S F S E O N - 68578 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %-P Alpine Engineered Products,Inc. RESPONSIBIAWINGS LIITY SOLELYTHE FORSEAL ON THE TTRUSSIS DRAWING COMPONENT DESSIGNTES SHOWNCLPTANCE OF THE SUITABILITYONAL AND USEIOFETHIS INC ��irC'•:,� R1nQ' � D U R.FAC. 1.2 5 F ROM J S Haines City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCC �Y) 1J1► 1 SPACING SEE ApO�IE FL Certificate ofAuthorizatiook567 ANSI/TPI 1.1995 SECTION 2. rYj NYU F V (A0782-#1523 - 7' E/J Al NCEJ7 ) 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, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 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. SHIM ALL SUPPORTS TO SOLID BEARING. W1.5X4 III 12.20 M R=209 U=180 2-5-5 4-5-5 7 r 10.09 M R=15 U=180 W5X5 .61 8.09 M W3X5(A1) 1-2-0-0 ;;.1.- 7-0-12 -tel 5-6-0 1 6 0 <7-0-0 Over 3 Supports R=414 U=199 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL 3 R Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE A." �1t41111U1/t'l TC LL 20 0 P S F R E F R151-40002 INSTITUTE, 583 D'ONO FR IO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES Pft IOR TO ` R P F'ke/A PEREORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR UPE REY ATTACHED Ptipl �I��/�� T C D L 7.Q P S F DATE 1D 11 Q1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, i pp **IMPORTANT** FURNISH A COPY OF TH1S DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4��a UC DL 10.0 PSF DRW HCUSR151 01284246 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1', OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o.22839 B C L L 0.0 P S F HC-ENG DLJ/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .. STF,T�OC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r r T 0 T.L D. 3 7.0 P S F S E Q N - 22786 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APVLY CONNECTORS TO i EACH FATE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `' `Ofl , Alpine Ell DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF Pft OFESSIONAL ENGINEERING ��(y� I `` p g[neercd PfOdUCLS,IIiC. RESPONSI81L0 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �I !�l ^°E � ��` D U R.FAC. 1.25 F R 0 M J S FI.CCI nines ity,FIlOi1384 X567 ANIPOKENTI FOP, 1995ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCC 1C�f}Aanti ;\\ �\``,` SPACING 24.D" (A0782-#1523 - 7' HJ 045' ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. BOT CHORD 2x4 SP #2 N 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING, 100 MPH WIND, 9.87 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SUB-FASCIA BEAM ASSUMPTIONS: 5-0-15 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE. 5-0-15 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 3 X 5 12.19 M R=318 U=280 2-5-0 4-5-0 4.95 r 10.09 M W5X5 W6X6= R=354 U=339 J 29 8.09 M 0-0-1 W3X8(Al) -2-9-15 ��E 9-10-13 _I 7-7-13 2-2-3 IE 9-10-1 Over 3 Supports J R=493 U=489 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a GTY:1 FL 3 R Scale =.375" Ft. "WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--4 0 0 0 3 BI NST ITUTE,R E5B3 DFER �ONOBFRIO DR(HANDLING UITE 200�ALLING MADISON AND WBRAC53719),PUPORSSA SAFETY TBY HAVEPR ACTICES(TRUSS PR IDR PLATE TO ,���%% i P. ��j�� STR UERFOCTUR AL PA NEL SFUBO BOTTOM NCTIONSCH ORDE SH ALOL H HAYESA PR O PERL VDAT TAC HEDOft IDGIDACEILING PROPERLY ATTACHED : � � tC�SAA„r' T C D L 7.0 P S F DATE 1 0/1 1/0 1 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED •�( I �'•-Y-/� BC DL 10,0 PSF DRW HCUSR151 01284249 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ¢r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ((11 No.22839 = BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN s� T -1 3 L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI.PINE r STATE E lJF • T 0 T.LD. 37.0 P S F S E A N - 23152 CONNECTORS ARE MADE OF 20GA ASTM AS 3 GR40 GAL STEEL STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERQC` DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING J T�j• •4 C1Rt�P•� �� D U R.FAC 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY TO TME TRUSS COMPONENT DESIGN SM ONN. HE SUITABILITY AND USE OF THIS �r��'3t' ^c. al xv �\ F1�CC[t1I-1Cat OfAaL11d 72tg OR//$6] ANSI�TP IT 1F7995NSE CTI ONC 2LAR BUILD[NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QCt '1 �/ ' •u 't 1���```` SPACING SEE ABOVE �- TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. +4- 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 -- ... 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX 4 * 8/12 MAXIMUM PITCH. t ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. A4) 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt +++ 6-0-0 6-6-0 TYP. TYP. TYP. *** + 12 tt + 12 t �* t 4 * 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 ■.WARNING►• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC-FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ��11 11 1/i SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ���� PC DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��� �I� HAVE A PROPERLY ATTACHED RIGID CEILING. ��� • IQ, • ,DL MAX 10 PSF DRWG TCFILLER0699 ••IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE `� ), 7 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, luc 3L 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NJ 0. 22 q 79 -_ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 'OT=LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA • STATE O ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF • , ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Q•. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �j� ••'�(n�IQ�r•".• FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABIL �j�/ ••1:.. RE SPONSIIBILIT YDOF USE BUILDING MD SIGNER,OPER NANSI TPI 1L1995USE SECTION 2 THE '�//� E�?EDEN�' e CING 24.0' BOTTOM CHORD FILLER DE'T'AIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520 1343 1.5" X 3.5" 9 8 7 7 6 ** ** 4 ++ 4 ++ 9.5" MAX 3X8 TRULOX ** * ** * + * 18 MAX I 4 ** 4 3X12 TRULOX 2X8 WEDGE ** * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/R Sc 884,132 --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC' LL PSF REF BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED tl �!, BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR 1�� SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HTOP AVE APROPERLY ATTACHED RIGID CEIL NG. �`� P `��C DL — PSF DATE 06/25/99 CHORD TPD STRUCTURAL PANELS AND BOTTOM CHORD SHALL � • DL 10.0 PSF DRWG BCFILLER0699 P 11 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE `� ,>t 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .�CL — PSF —ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, _ • ��22037 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - STATE*0 - Ln. - PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'p•• �. DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL •.tpR1FAC.1.0/1.15/1.25/1.33 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �RESPONSIIBILITYDOFSTHEF BUILDING O�SIGNER,OPER NANSI/TPI 1I-1995 USECTIONI 2.THE ; RED6CING 24.0 BOTTOM CHORD FILLER Rtri,.- RECOMMENDED REPAIR PROCEDURE 1, MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3, NAILS 0.131" DIA. x 3.0" OR LARGER, (LE, 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL, 2X4 STUD GRADE OR BETTER VERTICAL SCAB, 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA, X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING, B C FILLER 4$i 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 **WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF BC FILLER REP, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED yll U P BY TPI TP SS LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR al ill,,, SAFETY DATE 06/25/99 AF TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A .' DRWG REPBCFIL0699 .IMPORTANTA* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S ALPI E DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH • o.22839 APPLICABLE PROVISIONS OF NDS (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 EACH f ACE OF INE ENGINEERED FROOMTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL qEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT AND USE THIS COMPONENT FR AY PARTICULAR BILDING S RESPONSIBIYLITY OF THEOF BUILDING DESIGNER,OPERNANSI/TPI 1-1995USECTIONI2,THE ....... 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 APPROPRIATEml BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2x6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. , ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ..WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, -- TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\\111 1ff 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, ��\\ '� �,P� C DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��Q.�' I ,I HAVE A PROPERLY ATTACHED RIGID CEILING. `�• C.q• DL PSF DRWG BRCLBSUB0699 ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE �� J�' ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS : to A LPI N E DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 'SC Sl PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH W4.22839 - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE OF CTLD. PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRO DUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER rte •„ h^ POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ij�(\j�••CPl.� `. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILTYRE SPONSIIBIL ITYDOFSTHEF BUILDI G DESIGNER,OPER NANSI/TPI 1L 1995 USEC TION2. THE '1I/��SRE�1���\ SPACING 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 "L" BRACE ++ GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B E- BRACING GROUP SPECIES AND GRADES: 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: STUD 4' 1" 6' 6" 6' 6" 8 7' 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" w ® STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR HF 1 2 STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD 3 STANDARD S P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE 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 3 STUD STUD STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' O" 14' O" STANDARD STANDARD S P F 1 2 4' 10" 8' 4" 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" STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: HF W STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 1 & BTR P # 11' 9" 12' 8" 14' 0" 14' 0" 14' 0' 14' 0" 1 W #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" r-4 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 `IR 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 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" SPF -#3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14 0" HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" . 1 1 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" O STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5' 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: c 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" �4 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" 1 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PIF OVER DFL STUD 5' 6" 9' 2" 1 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' i" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 14' 0" 14' O" 14 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMIIK OUTLOOKERS WITH 2' 0' OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 2X4 #2N OR BETTER FOR (i) 'L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + *'k FOR (2) 'L' BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT + "C' BRACING MUST BE A MINIMUM OF 807. OF NEB DIAGONAL BRACE FOR 610# BRACE MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, #3 OR r BETTER DIAGONAL SS IS rLGERELTER ERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * + + + �THAN04' 0 BUT 1X4 214 2X3 IN TABLE ABOVE. OR DOUBLE CUT L 1 SS THAN 11' 6" (AS SHOWN) AT PITER THAN 11' 6" 2.5X4 UPPER END. ONTINUOUS BEAR + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT 41 REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL NEB. THIS DRAWING REPLACES DRAVPING 510015E ■•WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REI' 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 ``,111 I11!yd SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �� (� [dDATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��� I� HAVE A PROPERLY ATTACHED RIGID CEILING. `�� 1(t," 2��L DRWG S10015EN0699 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ` _l 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, q -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ��.228J APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - .STATE O Iy�AX TOT. LD. 60 PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 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 I% ,;•,F(dR1AP. S ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ,/ • •° RESPONSI18IL 1TYD0FSTHOEFBUILDING DESIGNER,OPER ANYPARTICULAR PI 1-995 USECTION7 2 THE �'.0i,` FREGN SPACING 24.0 2x6 "T" REINFORCINGGABJEDEmHlJ GABLE VERTICAL PLATE SIZES MEMBER SYM. 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 I1' 6" GREATER THAN 11' 6" 2,5X4 2.5X8 x Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + * 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: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERB CAL + 4r2X 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 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 7. 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 7. 30 FT 2x6 1 40 7 40 7. + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 % 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 7 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 30 FT 2x6 30 % 50 % 80 MPH 2x4 10 % 20 % HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 7, 30 7. BO MPH 2x4 20 % 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 P. 20 % 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 30 FT 2x6 10 7 30 7. TRUSS SPACED AT 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015ENO699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A10030EN0699, A0903OENO699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AILSMAXIMUM "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 & HC26294035 **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 1`1 111 I1f/// BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ���'1 Fi /� DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ♦ i TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ♦♦♦ • ���� HAVE A PROPERLY ATTACHED RIGID CEILING. ♦♦♦�• C'.q ' ��� 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 ALPINE = _ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, • NQ.2284 •� ' —ENG DLJ/KAR HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE �C AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 5TA1"E O . TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L .p44 ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER it(••• �` Q,• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL moi ' LoF110• FAC. ANY POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITAB � •'" RESPONISIBILITYDOFSTH�FBUILDING D�IGNER,OPERNANS7 TPI 1I-1995 BUILDING SECTIONI 2 THE /!� FkEDie � AX SPACING 24.0"