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Permit 1471 Laurel Way (vault folder) i ll JOB ADDRESS `1 I LAy'CA LAJ C1 TYPE WOKS N(--Lo -Tn PROPERTY OWNER r-3-T-SA-' C�i� TFMEMONE 2 C� 3 COA'"MCTOR TELEPHONE PMZWTNUMBER 2-q 0(-,02 DATE J INSPECTIONS: FOOTING L4"v Z MAB TIE BEAM Ld1VTEL NALUNGISBEATHM F AMM71COVER UP Q 1 d 2/ INSULATION FNAL B 10= b v CERTIFICATEOFOCL-77PARCY .L CTRIICAL PER11M �Ut4L ` INSPECTIONS ROUGE' +c4--Y-)O, FINAL MECUAMCAL PERMITS INSPECTIONS ROUGE 2'"J FINAL PLUMBING PERMM INSPECTIONS ROUG.U17MER SLAB_ `71 I l I 02- TOPOUT WATERISHWER FINAL f D 12, ®Z' NOTES. CITY OF .� 14&44d4'0Iii / -44ud� Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. ,lob Address Locality Owner's �� � �M Name 1J_4 __ � Contractor � BUILDING CONCRETE ELECTRICAL P MBING MECHANICAL Framing ❑ Footing D Rough Wiring Cj Rough Air Gond.& Ej Re Rooting D Slab ❑ Temp Pole D Top but 0 Heating Insulation O Lintel G Final 0 Sewer C Fire Place O Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P1�A. Inspection Made RM. Inspector 1 Final Inspection 0 Certificate of Occupancy r Date 5-Y 5-- 'Y7.rr-" CITY OF }' Office of Building Official REQUEST FOR INSPECTION .h Permit No. Date �. Time A.M. Received PM. Job Addre Aftl Owner's t Name Contractor BUILDING CONCRETE <ZignPLUMBING MECHANICAL Framing ❑ Footing Ci Rough Wiring Ci Rough D Air Cond.& V Re Roofing ❑ Stab ❑ Temp Pole Q lop Out 0 Heating Insulation ❑ Lintel Q R at Q Sewer 01 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday XM. inspection Made AO.� � PM. inspector _ Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF n6#t4�.c 3eaaA -_T Office of Building Official REQUEST FOR INSPECTION f Date I Permit No. L�, Time A.M. Receive P.M. lqal i Gti Owner' Job Address Locality s C Name Contractor � � 5+ BUILDING 'CONCRET `` ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footi /I1 Rough Wiring G Rough ❑ Air Cond. & ❑ Re Roofing ❑ ab ❑\ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed.,� Thurs. -- f A.M. Inspection Made r bb P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date "Z l o s Of ��}}tl�" �a T' !G o .( vo �N REAVES\ Pe m\ N° r a M. tY P• � ,.� P.M• � MEGNpN`Gp` C ate "�- O d• 0 S\m e\Ned Oonc\aot°r p�apglNG Neai`p,aGe ae� Fice dr EL���`GP P°u9but PIe Job Fab h?OAe 9 O seNev P° ou9 ,s O PetnP i � FridaY OW° G�G�EtE ete c G Final G��ON giNG 5°ep 9 c' V FQR�NSP� �huis• d inteti REPS P.M• D Pe a�iin9 lnsutat\on ee ,0� \t4e8 P.M FGe\`n°aPeoo,pcoupancY� Dote Mon tnsPel-mon Made ,gspg0t0� CITY OF Office of Building O ti14C,`7� ^ REQUEST FOR INS ECTI -3 1 Date f` Z, _ -- ermit No. Y Time A. . Received /"J P ! - _ Job Address { r Owner's Name Contractor ILDIN4G- CONCRETEELE RIC P BING MECHANIC Fram" ❑ Footing Cl Rough Wiring D�R�' 1 Air Cond.& C Re Roofing 11 Slab 0 Temp Pole O Top Out ❑ Heating Insulation C} Lintel C1 Final L Sewer C3 Fire Place ❑ Pre Fab READY FOR INSPECTION AJ M� eion Tues. 1IWed. Thurs. Friday A.M. Made _ PM. Inspector .-_ Final Inspection 0 Certificate of Occupancy 1] Date v a CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 -- TELEPHONE(904) 247-5800 FAX (904) -5805 .�_ SUNCOM 85252-5800 DATE -G — JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS J � 7 � J Please call me at.904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF L6 t ' ✓ } Office of Building Official REQUEST FOR INSPECTION Date _— Permit No. Time A.M. Received PM. Laq rrj_W 0 — 'Jab d re Locality Owner's JJJ Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing C; Rough Wiring ❑ Rough ❑ Air Cond.& C7 Re Roofing ❑ Stab ✓ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Falx A. Mon. Tues. \,^ � Wed. Thurs. Friday YJ A.M. Inspection Made A RM. Inspector Final Inspection ❑ Certificate of Occupancy❑ { Date B &Bw EXTERMINATING CO. , INC . 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 Builder: .w w Lot# Subdivision: J � Address.. .1.�; �_. - - Time& Date: Termiticide: ..' % Gallons�� Square Ft.: Linear Ft: �i.'_Type of Fill Slab Type: Mono Floating Other: Depth of Footings: Interior: Exterior: Areas not ready for treatment: Comments: 4f - Technician: `' CITY OF 7qr `'4 ri�fitC I3 -�f� Office of Building Official REQUEST FOR INSPECTION Date � -z. Permit No. Time A. .J Received P Job Adifess 1 Owner' (� Name Contractor �_.,� BUILDING L CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring 0 Rough 0 Air Cond,& 0 Re Roofing G Stab C Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel 0 Final 0 Sewer 0 Fire Place 0 Pre Fab 'tic{-(�D,c� �W ��,L� READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday i P.M. A.M. )spection Made PM. Spector Final Inspection 0 Certificate of Occupancy 0 Date pZLANr,C' F�1)RIOa ar oil 0 OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOe AOORESS GATE L 7/3kz THIS JOB HAS N T BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted s,7 �3i © 1 C.. tt)r­ clf 4,;►a 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG //����// _,t, /CITY--011F /l TN 4a& Aeaai>t-4 k Office of Building Official REQUEST FOR INSPECTION '° q LO �} Date _ Permit No, _. �— Time A.M. Received PM. Job Address Locality Owner's Name Contractor t BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Cl Footing 0 Rough Wiring ❑ Rough ❑ Air Cord.& ❑ Re Roofing ❑ Slab ❑ Temp Pale ❑ Top Out ❑ Heating Insulation 0 Lintel 0 Final L7 Sewer 0 Fire Place ❑ Pre Fab READY FOR INSPECTION kk I� Mon. Tues. ed. Thurs. Friday � A.M. Inspection Made (3 tof PM. Final inspection Inspector * Certificate of Occupancy❑ e�o d—"( �- (l Date 7, t., CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 10/29/02 Parcel. Number - - - Property Address 1471 LAUREL WAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . Contractor . . . . . . BESTCON INC Application number 02-30024062 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . Building Off cial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 10/29/02 Parce'. Number . . . . . - - - Property Address 1471 LAUREL WAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . Contractor . . . . . . BESTCON INC Application number 02-30024062 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . Approved . . . . . . . ' Building Off cial VOID UNLESS SIGNED BY BUILDING OFFICIAL FLOODPLAIN DEVELOPNE T INFQRId6ZON Location:: Type of Development: , Flood Zone Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN pOLTRED, 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. CON ENTS: Applicant Aclmbwledgment: 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. 2S-7-11 and all other laws or ordinances affecting the pro rill development Date "[ ^ �;O—CP—Applicant's Signature �� Department Use: Required Lowest Floor Elevation 0 As Built Lowest Floor Elevation 0 Survey Filed with Bu*mg Department Building Department RepresebtativC B UIL DING, PLA NNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: I Address : 1 - I I � �� '\ LIJ c l' -egal Descri ption: Improvements to the above described property have been completed in accordance with the terms of the pe=nit and is certified to be ready for occupancy as c Lowest Floor Elevation : _ $ required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Public Works D 2-3JJ2- )0I 2-510-2,-,- 2 la ri n-i r,g -3 0Z_Planning Building -2- Q. 0Z— Uot•291 2002 11 :46AM BESTCCN, In, No.9104 P• 2!2 :a-ARSON & PSSOCIATES FAX NO. .904 3% 2633 Oct. 25 2002 12=460M P1 24iA..P SHOWING BOUNDARY SURVEY OF LOT 6 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK SC PAGES 97 THROUGH 979 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA- EOR- BiC,g'CO . YNC'.. BEARING RE RENCE: BEARING SNOW ON RIGHT-OF-WAY HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. CLEVA71004 SHOW4 THUS: 9-01 R RTO»ATION AL [£OOCTIC VERTICAL DATUM, Cz"IFIED_ TO: MARC D. & IMATIILR C. TRIMHOLI SUNTRUST, N-A, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W_ .TAYLOR, ATTORNEY AT LAW, P.A. SECTION H - ATLANTIC BEACH E���/�✓� YLA7 ktVL1K 113, rAlit 44 1l �t �. I D T S S01 ' 1'11"E 55-00, t A Y 5 W yam,�A VINYL —xFENCE . —— — ./ os' 6' •' 10' PRIVATE DRAINAGE-I' RAINAGE- —— a' I EASEMENT J LOT 6 F I b I 1L' DO11tNE75 pAnA 10 ISCREENED d Q•ANa a0are0 � I r.. m_ tlon crec:c.•. 01 i nil I >A 2 STORY FRAME ©A DW'CUJN4 61471 I W I .. aa.F Ix I GA.RAIES KC�-1 s ¢ 7 y$` �LO i °.� In O 10 • 1 Mw Q � I 6.4 71• $ �P EA4 V) IZ 10'X1fY.IF4 FAST`M�NT�1 :�. ..'L. o-; •�NgA�,M� M1 � w/1'%tAN9COaMF12 1~�•�- ,.�..�^""' A�4o.00' 4.a0 bk"y \ ON CONCRETE PAOOLEYA-•3 Jltf.( w, f 9 n \ 23266' 7.5'JEA—^ NO 1 1 "W cum Git@TE CAr,WCNT 55.00' LAUREL WAY (50' R/W) FINAL. SURVEY: 10 22-2002 "`- NOTE: I-OUND ALL IRONS HEREBY CES WY THAT THIS SURVEY. PERFORMED UNDER MY RESPON98LE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL STANOARO$EOR LAND SURVEYORS IN ACCORDANCE W04 CHAPTER 61017-6. FLORIDA 0. �,p CONCRG7�MCNUNENT ADMINISTRATIVE CODE(PUMANT TO SECTION -47$.027, FLORIDA srATUIF3), AND FUKIMER CERTIFY THAT •O U11-rSET IIRON�IL 17P4 THERE ARE NO 'VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. e.R.L 1/2. SER -U11 UNF a CFAITRAL AN" NOTE: TFK Lor SURVEYED HEREON APPEARS TO uE w1NIN FLOOD (xARSON AND ASSOCIATES, INC. R PIDICTN ZONfS "X� AS,'9t^0 FROM TRE FL000 ftfft NCE RATE 1643 NALDO AVE.,JACKSONVLLL FL.,32207 P.C. TOF CURVATUREMIA MnpY COl1NITV PANEL ^ 1 oo7s_ 1D DAZED t-47_84, P-I. PDN11 91 1AIMOUY P.R.C,POVYt RFIERSE CUAV! SURVEYED JV LY 22 , 2002, r.c a ro1RT o° cawrwRO P' rcwnu Ft/1V MOW-0E-WAY Mr SCALE: 1 am 20' RCPV AEpWv*CE0OWC11EIEUPPE RE SURVEYOR M. 7.R OR p Rpw rA1cc IUNU=147") FIELD BOOK,-77 PACE 32 JOSIE A- HILL, JR. M1w N*A R e o e i v e 4 Time Oct-25.1 2:0 PM 111111—NOT VALID W74OUT EueDssED SURI LYOR'S SEAL ( v Z" CITY OF ,44e4c&:c &444 o,;?e044& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 -"`- TELEPHONE(904) 247-5800 �^ FAX (904) 247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS L-aLILV?"( W61 tp Please call me at 904-247-5826 if you have any questions. Sincerely, , �� ATLANTIC BEACH BUILDING DEPARTMENT ctl OF A u�id ,NSpEcl 0i{ice o�6 n gf Q'i FQA permit �ocatttY Date V KANICA Tune Received ctor p`uMB��yG o ntra dress "eann9 ,otar c w%CA O lop est 0 place e Ownei s coo JkF"(E Pole Se`N M Temp poo<�n9 G FMat F N pridaY �BA311- N Slab CR INSP VO Thu rs. pramin �mie1 RE,ppY 0ofin9 G wed• A.M Vnstilation P.M spinat 1nsPection ancY� Tae • i 0 2— of OecaP CBrtrticate Mon 1 Made pate 1nsPec"011 Inspector i C110 Y OF ATLANTIC BEACH FLORIDA Ll APPLICATION FOR ELECTRICAL PERMIT 'TO THE CHIEF ELECTRICAL INSPsJTOR: DATE: 20If G?" IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT 01 N FOR WING THE WORK AS DESCRIBED IN THE FOLLO*ING. WE HEREBY AOREE If) PERFORM SAID WORK IN ACCO C13 WITH THE ATTACHED PLANS AND SPECIFICATIONS,WM04 ARE A PART HEREOF, AND IN ACCORDANCE AITH THE ECTRICAL REGULATIONS,CODES AND CITY OF ATLAN�'IC BRACH ORb►I}IANCT'83- AND FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: c --ADDRESS: //7/ _ klagRFD BOX— BLDG.SIZE ;, _BETWEEN:. (11 RES.(1--Y'APT.( ) COMMJ( ) PUBLIC( ) INDUS.( ) NEW(Pj-�OLD( ) REW.( ) ADDITION( ) TRAILER( ); TEMP.( ) SIGNS( ) SQ. FT._ _ SERVICE: NEWepf INCREASE( .l REP CONDUCT'O�SIZE AMPS: COPPER ALUM.( w l ETES SWITCH OR BREAKER AMPS PH_ „3 W VOLT RACEWAY rEXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE - - ----- v_ i LIGHTING OUTLETS CONCEALED OPE('+ TOTAL i_ RECEPTACLES CONCEALED OPEN ._ -I TOTAL _r 0.30 31.100 AAM SWITCHES -- INCANDESCENT _ FLOURESCENT& M.V. FIXED u.Ioo OVER APPLIANCES BELL TRANSF. AIR H.P. TMG H.P.RATING CELL. KW-HE-A CONDITIONING CU MOTOR OTHER MOTORS AMPS HEAT 0"l0 VER MOTORS H.P. VOL`F GE PHS NO. j 1 H.P. VOLTAGE PHS _ MISCELL-ANEOUS ,�. 7UNDE 600V00V -�-�OVER dbOV i TRANSFORM.RS: I , NO.NEON TILANSF. I NO VA MA MOTCR SIZE F SWITCH 1FLASHERS EACH SIGN _� . Up6w4 SI2040 2 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24062 Address: 1471 LAUREL WAY Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class.of Work: NEW Township: Range: : Book: 54 . Proposed Use: , SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE. Est. Value: Parcel Number: Improv, Cost: 148,189,00 OWNER INFORMATION Date Issued: 5/1.0/2002 Name: 'BESTCON, INC: Total Fees: 3,153.18 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 3,153.18 JACKSONVILLE BEACH, FL 3225.0 Date Paid: 5/10/2002 Phone: 904)246-3747 Work Desc: CONSTRUCT NEW HOME PER PLANS RADON 1207 SCHG 2227 CONTRACTORS APPLICATION FEES PROPERTY OWNER PERMIT : ' 911.00 TER IMPACT FEE 530.:00 >� 4 T FEE 1,250.00 ., 85.00 . 5.74. 1 ' �` � � 1 � .� • � 0.30 325.00 41 FF 35.00 "''� , , 10.03 �"a,. i+*ar. it s ) .'�•�7. 'ix r 1�, 5W 10 ' ."e � �� ,T,,�9^''�+•k��;�v'^ <� �`S- §`q*'y;ase r~"J(Y�rxa'� �"''�.�;�� °",ti3Sfi�' 3�, igg u Ft`s c a '2 ;yt� .�,aylt�• R# g;5!�s� "'�SYr, .'y a ,� a-'b's- "'*' •9.'" 4 2. tea• `: . ''cA$�' �nry 7 y7 j'�}+., �' I wrl"1111%. �' ,,mow - s-•'�� a7- •aa p'K" K�'�''P :i"° -3"i"' ,nokw .yy� r.� • y. ,ti k+p�+'� r �. ,,,�„W,�.. - qy" as �'�"�i��a7 i=�.•9rs�`'� � '+''"5�1'',�:�,a�'7F.�-c�: ,w �7�3 �'�� ::-r -^�'. .� - '"�Ea�.p�^-�.w.';„� r.t,�'��.,7,h.,� �w ��� n^�+.�•i �.,y`�".aF,z�.•£wr.,�.++aa'iM`���x���c�r'��-•� � � NOTI ION a�..3: •.I� �' f+lry 1•}r£+"l 3p5 '.,�..R1.Y Z 3.4 �'r _ p..y4 y�x4 t � ♦ Y x T� a Na BUILDING MATE � t SPACE,AND MUST BE CLEAR . N �y.".'if�xv„+`..iydy'y a.v+�".,����1��• w FAILURE TO CC?1 L�►i7{l � � HE PROPERTY OWN.B yfi #�'iq ���4�(•�J.' .y-f .sem`.�a.,yy,�3 ..� 'T� 1 ISSUED ACCORDING TO�' R € JECT TO REVOCATION •FOR VIOLATION OF APPLI Dper: CHERYLE Type: 0C Drawer: 1 . Date: 5113/02 01 :: Receipt no.. 57168 14 •PERMITS-BUILDING . 1. 5911:00 • 00100003221000 .ATLA C H B IL G DEPT. 1471 LAUREL WAY CK CHECKS 1754. $315' Fn#j Llt.p, 5ltlk ?iao° 17:0! CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24146 Address: 1467-5 LAUREL WAY TP05 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/23/2002 Name: BESTCON Total Fees: 25.00 : 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 KSONVILLE BEACH, FL 32250 Date Paid: 5/23/2002 P 4b,0 4;3747 Work Desc: CS#1 100A 'ISE'` 240 - MP " EMP CONST. TRAILER CONTRACT S La " '. . N FEES ALLSTATE ELECTRICAL NTR 25.00 ".4R " 3Al a IF a 3 ff $ 6' yWY �� k . s NOTICE- IN CTiONS ST"BE REQUESTED"AT LEAST 24 HOU PRIOR T NSPECTION BUILDING MATERIAL R BISH AND)3t®MrMIS°WORK MUST' 13E PLACED ,. PUBLIC SPACE, AND MUST BE CLEARED UP A RULE i,THER"CONT O NER " "FAILURE TO COMPLY WI TH C); L N. SULT IN THE PROPERTY OWNER PAYING - I..,,. TS" ISSUED ACCORDING TO APPROVED PLANS WHICH Af "PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. epw: =IN PT"1941 LP. I 114M+e: .N 1 ATrANTIC ETEACH7BUILDING PT. 107-4. 6 �j til date: Sr&V Ti.: 12:42:46 CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT i M TO THE CHIEF ELECTRICAL INSPECTOR: DATE:r 1 _ Zv 1 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: M R ELECTflICIAN 81 j U J( ADDN �� � RFD BOXNAME © BLDG.SIZE BETWEEN: M4:4 Do—+ RES.1 ) APT.( 1 COMM. ( 1 PUBLIC 1 ) INDUS.( 1 NEW( ! OLD ( 1 REW. ( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( 1 SO. FT. SERVICE: NEW( I INCREASE 1 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS (3U COPPER I ALUM. /OVNI - 00 j TCHOR BREAKER �Z> PH 3 21D VOLT 1 � RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE ^� LIGHTING OUTLETS CONCEALED OPEN TOTAL 3 RECEPTACLES CONCEALED OPEN 'TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS ICEIL HEAT: KHEAT W i4 0.1 OVER ' MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS -Fe—p, CcY.3 fn �v1►a<, 41 A " CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24318 Address: 1471 LAUREL WAY Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):6 . Block: Section: Square Feet: .Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/21/2002 Name: BESTCON, INC. Total Fees: .71.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 71.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/19/2002 Phone: '(904)246-3747 Work Desc: INSTALL 16 FIXTURESwrwg° CONTRACTORS 5. r;,,... +_ ;3 "'° k . :.' LICATION FEES DON HARRIS PLUMBING „ 71.00 . , d°ON Wf ,�,y .,vl`tx, ;-2�"r'�w- ,fitsZ�rwn$ �z - _ .���,, .�z x nay„ t� " res ,� AIPF:',-pZ9�µ•,i�'& � k.;;:a ' kY 9�* : .hr:- 'zra"`'�x'S''�,� `�kz� � ".��ir� r"rretz.�,xli�, "ti"' � z '� � - . gym• e '" W ^' i . x-" s �` dk4'M�' 3.-.4 d �t `r�=7 �"``x'��.F � ;`.a,, ' R �i� �' e��a"�"'•s f�„ �� w>" ,�, "x .�• NOTICE ( PECTI �:. STI�AT4 JR ECTION "3"'. r,* g xl u �a.t� Sr u..N w 3T �.-s < .+�� 2 z � ,z• BUILDING MATERIA tlRI FR I~t � IfSUSF� EEn D IN PUBLIC. SPACE, AND MUSTOR OWNER "FAILURE TO COMPL sok 1M' N "#` k ��. LT IN THE PROPERTY OWNER PAY!- ISSUED ACCORDING TO APPROVED P MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS 1 : 6r14M N apt.nOC : 67 !99 14 I m,N ATLAN1 IC BEACH B ILDLN DEPT. 1471 6iMI&MY Q mm 2299 8142.0 Trm dam: 6/2t/IQ Tiw. 16:":27 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Bldg. Permit# 2 JOB LOCATION: , , )a OWNER OF PROPERTY: BUILDING CONTRACTOR: �L - Ny_1 PLUMBING CONTRACTOR Don Harris Plumbing, Coy. AND ADDRESS: P.O. Box 14668 Jacksonville, -FL 3220 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing / HOW MANY OF THE FOLLOWING FIXTURES INSTALLED LSINKS SHOWERS 3-LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS 'URINALS _DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER__f./✓ TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ i INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 37233-TEL: 247-5826-FAX: 247-5877 PERIIIIITINF RiVIA7`ION LOCATION IEriii=Ol tI iATIfON Permit Number: 24689 Address: 1471 LAUREL WAY Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: O IN11--ORWIATION Date issued: 8/2212002 Name: BESTCON, INC. Total Fees: 51.00 2440 SOUTH BEACH PARKWAY Amount Paid: 51.00 ONVILLE BEACH, FL 32250 Date Paid: 8/22/2002 P 747 Work Desc: INSTALL HVA CHAPPELL HEATING & .CONDI .f 51.00 � > �� . " t� is A 7 a a L NOTICE- PECTION IrIST BE REQUESTED AT LEAST 24 HOUR IOR TO 146ECTION BUILDING MATERIAL, RXISH AND C8.FROM THI9WOR MUST BE PLACEDPUBLIC SPACE,AND MUST BE CLEARED UP A ,HAULE .,: THER`CONT ER "FAILURE TO COMPLY WI H S T 'Ll NSULT IN THE PROPERTY OWNER PAYING i TS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oiler: CHERYLE Type: OC Drawer: 1 Date: 8123102 01 Receipt no: $83913 51.00 ATLANTIC BEACH B ILDIN EPT. 10010000322 ITS-BUILDING 1471 LAUREL WAY 1509 sia?.aa Cl�r'CIIECKS, fi:'LJ Lo �'6 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II,III, and IV. I. Street Address: C- Q LOCATION OF Intersecting Streets:BetWeen And BUILDING Sub-division 1-414i9Ay'S' II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical �/� Q C // Contractors a Contractor(Print) C17�/ �G 1/ Master Name ofProperty C r Owner Y Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMAT!EX A Type Qeheating fuel: B. Electric IS OTHER CONSTRUCTION BEINQ DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? �e ❑ Oil Cl Other–Specify IF YES,GIVEERQF CONSTRUCTION PERMIT 01 Z IV. MECHANICAL EQUIPMENT TO BE r �_,,ReiJRE o WORK stdential or Commercial INSTALLED &Y New Building vide complete list of components o ck of this form) ❑ Existing Building l Heat _Space _Recessed —Central —Floor Cl ,Replacement of existing system [ J 6Y Air Conditioning: Room Cen ew Installation(No system previously installed) U � Duct System: Material Thickness., ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity �Drn ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _Manlift_Escalator (Number) C3 Gasoline pumps (Number) (Received) Cl Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency oiv k'a 6f HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving T Agency TANKS 19 How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT Permit Number: 24676 Address: 1471 LAUREL WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lof(s):6 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est Value: Parcel Number. Improv. Cost: Date Issued: 8/20/2002 Name BESTCON, INC. Total Fees: 50.00 : 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 KSONVILLE BEACH, FL 32250 Date Paid: 8/19/2002 l 3747 Work Desc: NEW 200AM 40 L RAW DYNAMIC ELECTRIC CO ANY „ 50.00 r> ` a x V I f $ { .pyo k NOTICE- INS CTIONS`" BE REQUESTED AT LEAST 24 HOU PRIOR T SPECTION BUILDING MATERIAL, s ISH AND y. FROM THIS WORK MUST E PLACED PUBLIC SPACE,AND MUST BE CLEARED UP A LILE EiTHEI CONTRA ER "FAILURE TO COMPLY WI N 7fb AL N SULT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS WHICtI "4 OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Open: MITI Tree: OC braw: I Dente: x/ IM b tE@WVL w: l h^� U 10911IITS-DMILDING 1 $%A$ ATLANTICBEACH UlL PT. WON1=111" H" tAM VAT Q cam 1012 $100.00 Trans �a�fe: 1 1`�a'; 14:55:22 ep- 'r it r Um IL", U 5 Beach uw­ r-r-1 7, City of Atlantic Reach- 800 Seminole Road- Atlantic Beach,Florida 32233-$445 Phone: (904)247-5300- FAX (904)247-5805- hftp://www/ei.atlantle-beach.fl.as BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITfONS AND ALTERATIONS, MQVrNG 0K 1-3EMOIJ-1-10N) DATE H _0a JOB ADDRESS APPLICANT ADDRESS PHONE: LEGA(, )F,SCWTlON: BLOCK NUMBER LOT NXJ MM*1ltr _��PZONING DISTRICT CONTRACTOR ' NUMBER STATE LICENSE ADDRESSPHONE 2 ZIA, CITY Lit STATE _1L_ DiESCIUBE PROPOSED USE AND WOKK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) VAIJJATTON OF PROPOSED CONSTRUCTION- I.%this an addition? If yes,what are the dimensions of the added space. 0/11/ feet by feet Will the.added area be heated and cooled? New eloctri=1 or increase in ccrvico? I New plumbing fixtures? New fireplace? New beating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) ST01 1. Verily zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify lotting designation,please have Property Appraiser's;heal fistato Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or past-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at; 1200 Sandpiper Lane,Atlantic Beach, FL 32233 Telephone.-(904)247-5834 '2&02 Received Time Apr - 30 . 12 : 18PM " p. z ST1Er 3. please submit Eucigy Calc Fvivaa, Noticu of Cotntncnumnent, Owner/Cuntramor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Reach City Hall, 300 Seminole Road,.Atlantic Beach,FL 32233 Telephone. (904) 247-5326 In addition to construction and engineering demi), plans must contain the following information as appropriate for the type of work being perfurinud. Sculc of drawings should be suf icient to depict all required intbmution in a clear and legible manncr. 1. Current survey showing the property boundary with bearings and distances and the. Iegnl tirnmiption 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identity any existing structures and uses. 3. Existing and/or proposed driveways. 4, ff required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features, includinp,any juristliationai wrtlanric, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THA PAYI;EXCA�0 RMATION PROVIDED WITH THIS APPLICATION 1S CORRECT, SIGNATURE OF OWNER - O� --DATE I HEREBY CERTIFY THAT AND EXAM INJED THIS ArPLICA'T'ION AND KNOW TIIE SAME TO BE TRUE AND CORRECT. ALI, PROVISIONS Of THE YAWS AND ORDINANCES GOVERNING THIS 'TYPE, OF WORK WILL BE COMPLIED wine,WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVF.AUTHORITY TO VIOLATE OR CANCEL TUE PROVISIONS OF ANY FEDERAL,STATE,OR LOCAL RULES, REGULATIONS,ORDINANCES,OR YAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THF,PERFORMANCE OF CONSTRUCTION OF THF.PROPER'T'Y. I UNDERSTAND TIIAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND COR1tECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REOUIRED. SIGNATURE OF CONTRALTOJ DATE ^ �0_ O ADDRESS AND CONTACT INFORMATION OF JPJERSON TO RECEIVE ALL CO1f RESPOiYDENCE REGARDOG THIS APPLICATION (PLEASE PRINT) A NAME MAILING ADDRESS PHONE �,��' �. �� FAX_ E-MATT. SWORN AND SUBSCRIBED BEFORE ME THIS DAA(OF 1 STATF OF FLORIDA,COUNTY OF D[)VAL `,��trtt u n I►11�,��' NOTARY'S SIGNATURE' pRY AS TO OWNER— .��4• v�N *= Personally known Z: DD092737 q ❑ Produced identification 4•.0 Type of identification produced It AS TO CONTRACTOP�11'1 STASE��`� �rsonally known Q Produced identification Type of identification produced !28/02 - Received Time W - 30 . 12 : 18PM CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET rr11 Address 7�% �f26 L �;L-_,/�� Lf 6L Date �— Heated Square Footage z 2K-E�@ $ 2�per sq ft = $ z Poo Garage Shed 57 @ $ per sq ft = $ f � Carpor orc / `7 @ $ per sq ft = $ 2 / 3 Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ l C c $ Total V luation 1st $ Remaining Value $ .©oper thousand o portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee $ "k O ( ) Fireplaces @ $15 . 00 $ 0 BUILDING PERMIT FEE $ r� WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ' 0— U,26�- RADON (HRS) . 0050 $_ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 $ /Ox 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: 0 o —A 1_5� S -O�l % -,o M M n,. 0 q 0 9p Vo U, :) t�- l&,po 9 M -00 ro ZZ V % i :5 t. ro R 9p tmn 7g. t3- 040, 03 1 26 0 (D 9r CITY OF 80+1 SEMINOLE ROAD _ _ -- - ATLAii FIC BEACH. FLORIDA 3223J-5,i45 TEI—r-MONE(9041 217-1300 Fa.Y 1904)247--5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Cade sheets(on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST �. Building Application Form V,2. Two complete sets of plans including detailed site plan-Four if commercial Recent survey, including tree survey or letter certifying no trees are on property ✓4. Owner/Building Affidavit (required when owner acts as contractor) ✓5. Energy Sheets -56 6.6. Notice of Commencement TIME REQUIRED FOR PERMITTING APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 o.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDERICONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. WATER IMPACT FEE !WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial .3 Automatic clothes washers, residential 2 Bathroom group.consisting.ofwater closet, lavatory, bidet, and bathtub or shower 6 Z Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 4 C kl PZ- 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Z" Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 / Water closet, private installation 4 1 Water closet,public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 6_30 s CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-30024062 Date 10/15/02 Property Address . . . . . . 1471 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 148189 - Owner Contractor ----------------- ---- --- ------------------------ BESTCON INC ------------------------------------------- --------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL LAWN SPRINKLER Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/15/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , C BUILDING OFFICIAL . • 30C):L9Otn2 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: %-17 ",O-f l w y OWNER OF PROPERTY: TEL. TEL. PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS:__3 P� � toil STATE LICENSE NUMBER: 1 S"7 TEL.98'a-Co q i HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) V OTHER TOTAL FIXTURES: X $7.00 + $35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. DW.NAMC XLXCW IC, INC. 3167-2,0.1 S.Sr.JamN*ftur-r Oo JAwcaMK"L4X.IFL 322416 RFC WTVFD 0 1 7 2002 Date: Mr. Don Ford ZOOZ L 1 1J0 City of Atlantic Beach Inspection Department CI�1�I .Aj►Jad3 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, Gary Perkins Dynamic Electric, Inc. Re: I � APPROVED CITY. OF ATLANTIC BEACH BUILDING OFFICE Residence: Tho 6 01 I E Address: NU �4uj_wtlf� gY� Permit #: 6 City of Atch Atlantic Bea ... CUSTOM RECEIPT a«• Oper: MITI Type: OC Drawer: 1 Bate: 10/15/07 01 Receipt no: %% Bescripuon� Qty Amount BP WILDING TITS 1 550.68 20V 3WhW BP WILDING PERVITS 1 556.66 Tender detail CK CAM 96.44 Total temkfw 1663 $166.66 Total payment $166.66 Trans date: 16/15162 Time: 16:$:13 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1740 MODIFIED Builder: BESTCON Address: Lot: 6, Sub: HIDDEN PARADISE, Plat: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North i 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/]tr 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 1775 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 273.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft., _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types _ HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0,440.0ft2 _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1371.0 ft2 EF:0.88 b. Frame,Wood,Adjacent R=11.0, 174.0 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, 1338.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,384.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, i a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 180.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 25575 PASS Total base points: 25769 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o4zx srgT�o Energy Code. t' �; - � a ye calculation indicates compliance y��,'''� _= ,.`0, PREPARED BY: GILBERT MILLER with the Florida Energy Code. , ! DATE: -:-.�'_.: z.... Before construction is completed a this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 AV compliance w' a Florida Energy Code. Florida Statutes. C0D WE j OWNEG NT• BUILDING OFFICIAL: DATE: UDATE: EnergyGauge®(Version: FLR3PB v3.11) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1775.0 20.24 6466.7 Double,Clear W 7.0 6.5 12.0 36.99 0.51 227.2 Double,Clear W 1.0 10.0 36.0 36.99 1.00 1325.3 Double,Clear N 1.5 16.0 9.0 19.22 0.99 172.0 Double,Clear E 1.5 7.0 16.0 40.22 0.94 603.9 Double,Clear E 1.5 13.0 18.0 40.22 0.99 719.6 Double,Clear E 10.0 6.0 54.0 40.22 0.41 896.6 Double,Clear S 16.0 6.5 20.0 34.50 0.44 303.0 Double,Clear W 1.5 9.5 30.0 36.99 0.97 1081.7 Double,Clear N 1.5 8.0 15.0 19.22 0.97 278.8 Double,Clear N 1.5 11.0 30.0 19.22 0.99 569.0 Double,Clear s 1.5 10.5 15.0 34.50 0.97 500.4 Double,Clear E 1.5 8.0 18.0 40.22 0.96 693.3 As-Built Total: 273.0 7370.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 174.0 0.70 121.8 Frame,Wood,Exterior 11.0 1371.0 1.70 2330.7 Exterior 1371.0 1.70 2330.7 Frame,Wood,Adjacent 11.0 174.0 0.70 121.8 Base Total: 1545.0 2452.5 As-Built Total: 1545.0 2452.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1310.0 1.73 2266.3 Under Attic 30.0 1338.0 1.73 X 1.00 2314.7 Under Attic 19.0 384.0 2.34 X 1.00 898.6 Base Total: 1310.0 2266.3 As-Built Total: 1722.0 3213.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -37.0 -6549.0 Slab-On-Grade Edge Insulation 0.0 177.0(p -41.20 -7292.4 Raised 440.0 -3.99 -1755.6 Raised Wood,Adjacent 19.0 440.0 0.40 176.0 Base Total: -8304.6 1 As-Built Total: 617.0 -7116.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 SIMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 6, Sub: MIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1775.0 10.21 18122.8 1775.0 10.21 18122.8 Summer Base Points: 21168.8 Summer As-Built Points: 24153.8 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 24153.8 0.429 (1.090 x 1.147 x 0.91) 0.341 1.000 4019.5 24153.8 0.571(1.00 x 1.147 x 1.00 0.284 1.000 4466.2 21168.8 0.4266 9030.6 24153.8 1.00 1.138 0.306 1.000 8417.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1775.0 11.77 3760.5 Double,Clear W 7.0 6.5 12.0 10.77 1.18 151.8 Double,Clear W 1.0 10.0 36.0 10.77 1.00 388.1 Double,Clear N 1.5 16.0 9.0 14.30 1.00 128.7 Double,Clear E 1.5 7.0 16.0 9.09 1.03 149.3 Double,Clear E 1.5 13.0 18.0 9.09 1.01 164.8 Double,Clear E 10.0 6.0 54.0 9.09 1.42 696.1 Double,Clear S 16.0 6.5 20.0 4.03 3.60 290.4 Double,Clear W 1.5 9.5 30.0 10.77 1.01 325.1 Double,Clear N 1.5 8.0 15.0 14.30 1.00 214.7 Double,Clear N 1.5 11.0 30.0 14.30 1.00 429.1 Double,Clear S 1.5 10.5 15.0 4.03 1.01 60.9 Double,Clear E 1.5 8.0 18.0 9.09 1.02 166.9 As-Built Total: 273.0 3166.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 174.0 3.60 626.4 Frame,Wood,Exterior 11.0 1371.0 3.70 5072.7 Exterior 1371.0 3.70 5072.7 Frame,Wood,Adjacent 11.0 174.0 3.60 626.4 Base Total: 1545.0 5699.1 As-Built Total: 1545.0 5699.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1310.0 2.05 2685.5 Under Attic 30.0 1338.0 2.05 X 1.00 2742.9 Under Attic 19.0 384.0 2.70X1.00 1036.8 Base Total: 1310.0 2685.6 As-Built Total: 1722.0 3779.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Slab-On-Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Raised 440.0 0.96 422.4 Raised Wood,Adjacent 19.0 440.0 2.20 968.0 Base Total: 1997.7 1 As-Built Total: 617.0 4295.6 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeOlResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1775.0 -0.59 -1047.2 1775.0 -0.59 -1047.2 Winter Base Points: 13548.6 Winter As-Built Points: 16205.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16205.2 0.429 (1.069 x 1.169 x 0.93) 0.501 1.000 4047.6 16205.2 0.571(1.00 x 1.169 x 1.00) 0.455 1.000 4893.1 13548.6 0.6274 8500.4 16205.2 1.00 1.162 0.474 1.000 8919.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details FADDRESS. Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9031 8500 8238 25769 8417 8920 8238 25575 PASS Limn ••.i � ``°„`� t 2 G,0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge8/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS, Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION , REQUIREMENTS FOR EACH PRACTICE ICHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .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 X1/8"sealed unless backed by truss orjoint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. --t— 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 I 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 regts I 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) ___ _ COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters 16 .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 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 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. EnergyGaugeT"' DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR3PB v3.11 ENER Y PERFORMANCE LEVEL (EPI,) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.0 The higher the score,the more efficient the home. Lot: 6, Sub: HIDDEN PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 1775 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 273.0 ft' _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types _ HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=19.0,440.Oft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1371.0 112 _ EF:0.88 _ b.Frame,Wood,Adjacent R=11.0, 174.0 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, 1338.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,384.0 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:Interior Sup.R=6.0, 180.0 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) O61$E 5r91� in this home before f ins ection.Otherwise,a new EPL Display Card will be completed ti _ 96 based on installed C de o liant tur s. y "'� Builder Signature: Date: a 6 Address of New Home City/FL Zip:A�_ j n_ &att *NOTE: The home's estimated energy performance score is only available through the FLA/RES compute am. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar7T4designation), your home may qualify for energy ejficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLR3PB v3.11) System Sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 1740 MODIFIED Registration No. 0 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/12/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear, DEF, N, N E 7 6.5 12.0 9.6 2.4 23 72 393 Btuh 2 2,Clear,DEF, N, N E 1 10 36.0 0.0 36.0 23 72 2592 Btuh 3 2,Clear,DEF, N, N S 1.5 16 9.0 0.0 9.0 23 37 333 Btuh 4 2,Clear,DEF,N,N W 1.5 7 16.0 0.0 16.0 23 72 1152 Btuh 5 2,Clear, DEF, N, N W 1.5 13 18.0 0.0 18.0 23 72 1296 Btuh 6 2,Clear,DEF,N,N W 10 6 54.0 54.0 0.0 23 72 1242 Btuh 7 2,Clear,DEF, N, N N 16 6.5 20.0 0.0 20.0 23 23 460 Btuh 8 2,Clear,DEF,N, N E 1.5 9.5 30.0 0.0 30.0 23 72 2160 Btuh 9 2,Clear,DEF, N, N S 1.5 8 15.0 15.0 0.0 23 37 345 Btuh 10 2,Clear,DEF, N, N S 1.5 11 30.0 14.1 15.9 23 37 912 Btuh 11 2,Clear,DEF, N, N N 1.5 10.5 15.0 0.0 15.0 23 23 345 Btuh 12 2,Clear,DEF,N, N W 1.5 8 18.0 0.0 18.0 23 72 1296 Btuh Window Total 273 1 12526 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 1371.0 2.0 2769 Btuh 2 Frame-Adjacent 11.0 174.0 1.2 212 Btuh Wall Total 1545.0 2982 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 18.0 10.6 191 Btuh Door Total 38.0 404 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1338.0 1.5 1953 Btuh 2 Under Attic/Dark 19.0 384.0 2.3 868 Btuh Ceilinq Total 1722.0 2821 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 177.0 ft(p) 0.0 0 Btuh 2 Raised Wood 19.0 440.0 sqft 0.0 0 Btuh Floor Total 617.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 15975 93.4 1952 Btuh Mechanical 0 0 Btuh Infiltration Total 93 1952 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 300 + 1200 3000 Btuh EnergyGauge® FLR3PB v3.11 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 1740 MODIFIED Registration No. 0 ' Climate: North 4/12/2002 Subtotal 23685 Btuh Duct gain(using duct multiplier of 0.10) 2368 Btuh Total sensible gain 26053 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 3111 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 30544 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF for default) (InSh-Interior shading device: none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (Ornt-compass orientation) EnergyGauge® FLR3PB v3.11 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1740 MODIFIED Registration No. 0 Climate: North 4/12/2002 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit 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 heating load calculation 27144 Btuh Total cooling load calculation 30544 Btuh Submitted heating capacity 42000 Btuh Submitted cooling capacity 42000 Btuh Submitted as % of calculated 154.7 % Submitted as%of calculated 137.5 % WINTER CALCULATIONS Winter Heating Load for 1775 sqft) Load component Load Ducts(5%) Window total 273 sqft 7535 Btuh WindoweC28%�.. Wall total 1545 sqft 4975 Btuh Door total 38 sqft 526 Btuh Dows(2%) Ceiling total 1722 sqft 2507 Btuh Floor total See detail report 5848 Btuh Infiltration 107 cfm 4461 Btuh ceolnge(e%) Subtotal 25851 Btuh Floors(22%) Duct loss 1293 Btuh TOTAL HEAT LOSS 27144 Btuh wills(,I)%) SUMMER CALCULATIONS Summer Coolin Load for 1775 sqft) Load component Load Window total 273 sqft 12526 Btuh Letent Irternel(5%) Wall total 1545 sqft 2982 Btuh LMerd lnfY.(10%) Door total 38 sqft 404 Btuh Ceiling total 1722 sqft 2821 Btuh 1rt.0A1rK10%) Window(41%) Floor total 0 Btuh Infiltration 93 cfm 1952 Btuh Internal gain 3000 Btuh Du(a%) Subtotal(sensible) 23685 Btuh InfY(a%) Duct gain 2368 Btuh Doors(1%) Total sensible gain 26053 Btuh cewngs(s%) Latent gain(infiltration) 3111 Btuh Latent gain(internal) 1380 Btuh EnergyGauge®System Sizing based on ACCA Manual J. Total latent gain 4491 Btuh PREPARED BY: TOTAL HEAT GAIN 30544 Btuh DATE: EnergyGauge® FLR3PB v3.11 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Apr. 30 2002 12:32PM P2 MAP SHOWING PLOT PLAN OF LOT 6 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHUYYN ON RIGHT—OF—WAY UNE IICREON 1S THE SAME AS SWOWN ON THE ABOVE MENTIONED PLAT, SECTION H — ATLANTIC BEACH PLAT BOOK 18, PAGE 34 L O T 5 L O T 6 S01 '11 '• 1 "E 9� 55 O �5. a 5 10' PRIVATE DRAINAGE EASEMENT 0 ....- �� �..� - � - .� - � - � y 5• s - ..� —.. t(1"WATER OAK a 4"HOU-y O ® 1 i"TWIN CAMPHOR �O I — . . _ . . .-20' eat. O Q O cc c r IO iN 7.Sj_ 21.0 M I'q N O aT OPATO t^ I 5j PROPOSED 1 s.o' 7 - z Im PROPOSED DWELLING 2 p W W GARAGE LEFT d FIN FL EL (8.5) o o w a OS �a I �< n 5a to �a QW 4 uLLw O w>¢ O t1.a•WCL 7.5' Q li I a • J IOU I J 7 5' 21.0' 201SRL 00 FA 19'WAT dAK` a S JEA EASEMENT z N Rat►52 `� �� DRAINAGE 1+c UTILITY I a EASEMENT 10'X1 O' jEA__-11 i `I O 1 •! 1 "W EASEMENT ��6 •00' NO SIDEWALK Id Uft REQUIREDldftwmgmma�ANMAANAI� &�A A.— � OWNER:Trimboli Lot 6 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 4/30/2002 CONSTRUCTION JOB ADDRESS: Lot 6 Hidden Paradise 1471 Laurel Way Atlantic Beach, FI. 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: NIA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: NIA Reinforcing: #4 Number: 1 Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A7Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Tslump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION V,iNDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A I R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 1 OWNER:Trimboli Lot 6 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier:6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size:Varies _7Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location:At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates;exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and'bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Trimboli Lot 6 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size:7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized =Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 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 NIA 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:Trimboli Lot 6 Hidden Paradise 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: NIA Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel TS7teShingle 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:Trimboli Lot 6 Hidden Paradise 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 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach - FL- 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 5 OWNER:Trimboli Lot 6 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist NIA Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer&/or Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles NIA 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:Trimboli Lot 6 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/2» Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/2 "Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /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:Trimboli Lot 6 Hidden Paradise 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 Tjoint: 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" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Trimboli Lot 6 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A NIA First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/.', _J 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:Trimboli Lot 6 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: NIA Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: NIA Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue %" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/ TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO%" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 -Fax 904 246-7126 Page 10 OWNER:Trimboli Lot 6 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LH P/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 11 OWNER:Trimboli Lot 6 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 _7 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Trimboli Lot 6 Hidden Paradise 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 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Trimboli Lot 6 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath #2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 14 OWNER:Trimboll Lot 6 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&'hype Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 SESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Trimboli Lot 6 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Trimbofi Lot 6 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name &Model: N/A Suntech FGC 2549 Bronze 25"X 49' Roof Ventilator Brand Name& Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Trimboli Lot 6 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20 -3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascinationor Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • l=ax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 4 / 19 /2002 Re: Wind Loading Requirements For Lot 6 Hidden Paradise. Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #10 thru #13 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincer Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR Lot 6 Hidden Paradise. Atlantic Beach, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: APRIL, 2002 y� 2Z�dz Sheet FDate oto� u b�'� � Y�s � �► c � �, s t;,z Fo l,lcrw� 5 true tuLYc�� a Ltr%6 fo u F 4 w act AD FLDor 0 o F T,ru sly s �Z�o r �Yu S1c1 ► #A.P_ 'tj Fr,amI-Aa (See f}Y, e CInacQuJ& ~C On' 0.YcJ%lbtr-t(AA4 cQtau)iv Avu.�o Yc�,E o S�e�nn ••�! ;_ ��2 X13 6 6aLt, Z 18 0 - C pewe t.1v►less �0t� o k�.e��.J�se %,,1Ajj *f e4'-' FarGee : — rc a� GOCAerl 1 #9 Roc ovn q8 o•Ga • (fooF 4. soul ' S cvw%4*turA wife- riC.�Js (' O.C. 900 G ku 3�t ► Ft- _ pp �5 G�ovr (areA POfd4.fS ooe4Aavt33_) 2 .0ob Pt' 4 3' To -Q �t o F R e.� A DATE: Sheet ?. of Lo Icy t T W d s >;� l20 MPS C 3 sec us �) strv�cJCi,�,i�- vh Mitt : 1S CX oswtt� " es /K) IM�,octaN+ce 4%Ctoc, I = 1• o W a t vt3ilt&,Vr C. ` 18) 6� Pro t`G" a C0*1f1/A(, tu.� -7/16- -t�+,�c- P'1N 4 Fa�tw► Q �,tr t•ub<< 5hcwn 6c,(o BLE 1606.1.4 �e s 1$0) WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(ln.)I-2 TYPE Panel Span15 2 It 2 It<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6ft <aft 2 1/2#6 Wood Screw3 16 16 12 9 2 112#S Wood Screws3 16 16 16 12 Double-Headed N_-1.412 6 4 3 Sl:1 inch--25.4 mm 1 foot=305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58 m1s)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 kN). 4. Nails shall be lOd common or 12d box double-headed nails. Lai w C,s p&-fb*, (�tWX . u P�`f t F SIA,✓ C C ovt>r r r c�� Au'o W. W i' (aL)aQ Fir $ d cow-"o,\ 0.41 S �O PA*Ae E u SZ 1b 605= ibs t1t.Av�c '"Pu F herr Fr mam� x/J rc} s t s tie `, aAlknAj)'Q V(�t' ir :,r VJVst _ , _` 1� 7 �' DATE: Sheet _of ty10 V�I��i Sti-eyPLA-C-{ 1 S S �H 4/-C. X) co = 3 S2 P•PF P— 0.14 112-'" 4 sLecL J-G (- 7c, / �JJ� J+, c 2 oats <(.33 /5 r2- GMMW�tiC,t`�l! tt�y\ i �� � `)� �t+E'-'�c � N /A +��Covi t 0-31100/00-1) C' FY r 4 L • TelASIO' cM X136 ►Jolt; = O-•S AP IF e pr !h� � 55e•r o . z ,46 �� o f ew o~� )71-yi 1500 Ps; F4 = 3(,000 ps't 7 AP_ 7Q6 16s 990 %,S < . curt Er,-ls Aq X 1115 UAiL`L Y•OU*J St:eeL A36 WeilM-rs. &4v-ujeJ ---) —e6-L (ua*J)= 400 .#?s�.---> �b _-�aq�.D1I�C.z�[Tt)C�/q�-Cn.5�� = 545psi - -�}7 La2ltsw•)� t9oo)tt�?3) = 532P�► 5gSPsi = Ax-f-L, Mv►�r••Lt= (o•9-tjCo.'r5)C�5XSa5c)C11��=Ad16 -tom Fb =M/S =go X0.0026 4 5299L(Z700)�) 5}�car ��aQ I�1siw► OY1 Amc,40r Notts ;_ 359)upt, R-i,l.uw a ►01 a Ttrv��►;r„ � '/Zy� /�13G , �b� to � � t uk c r� Ft _ 1410 Ibr (se-e- above) AUuwrale S�neair a-vi /Z.'. + N3 (o ho it = 350 9 Fes, Ab SSer or o•►Z �6 F� 350�C15oo)(o•Z) = 1957 Ibs o Y (o•t2)fo-Z)t 36,000) = $b9 lbs DATE: Sheet of 6) �.0 ; t i 3 Building,simple diaphragm:A building which complies 4 4 LONGITUDINAL 4E 3 with all of the following conditions: I 1. enclosed building, 2. mean roof height,h,less than or equal to 60 ft(18 m), 4E LONGITUDINAL 3. mean roof height,h,does not exceed least horizon- ROOF 2 -z�R tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 1 LONGITUDINAL ' rations within the building, 1ELONGRUDIIAL<%% ....... 2a ,E 6. wind loads are transmitted through floor and roof diaphragms to the vertical lateral-force-resisting _ - D DIRECTION WIN systems, and RANGE7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWARD ROOF LEEWARD ROOF 1_. . -._ .. .. _ _-. .1 ..._ VE o =I o r s _ i m � = a Ln Ln W L TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE IW6.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Height B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 5o 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1 1.62 11.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 's CIL �v t p/t wC i �r '1�� 'J p `f t 5 c o l r vL 1 X11 IIIIIfill 11111111111111111111111111111111RM11111111111111111IIliII11IIIt111INlllli1111111111111111111111111111111111111lt1{11{111f11111111i11111t11111111Illlllllllltllllllllllllllllllllllllltt111!1!{tlllll{111111111111111l111111111111111111111111111111t1111111111 ' m TABLE 1606.2A -� i MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B m i Horizontal loads2 Vertical Loads(psf) Max.Horizontal Wall Loads 4(psn N Windward D End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angleWindward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wail R00f3 Wall Roof3 Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 -6.7 1 8.5 -4. -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 20 17.8 -4.7 11.9 1 -2.6 -15.4 -10.7 1 -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an le S 45 14.4 9.9 11.5 1 7.9 5.6 -8.8 4.8 -7.5 1 -5.1 -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 130 < an le<_ 45 17.8 12.2 14.2 9.8 6.9 -10.8 5.9 -9.3 -6.3 1 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 -3.9 -2 .1 -16.0 -16.0 -12.2 -32.3 -25.3 16.0 -15.1 13.1 -11.3 30 < an le<_ 45 21.6 14.8 17.2 11.8 8.3 -13.1 7. -11.3 -7.6 -8.7 16.0 -12.2 1 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 1 10.7 -8.7 120 Transverse 0.5 22.8 -11.9 1 15.1 -7.0 1 -27.4 -15.6 1 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 31.8 -8.3 1 21.1 -4.6 1 -27.4 -1 .1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15.6 -13.4 30 < an le S 45 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -9.0 -10.3 19.0 -14.5 16.2 -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38A -30.1 17.0 -13A 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 5 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -82 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -16.2 17.3 -14.0 20 43.0 11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 40.9 29.0 -24.5 21.2 -18.2 r 30 < an le<_ 45 35.0 23.9 27.8 19.1 13.4 -21.2 1.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 0 D 150 Transverse 0-5 35.7 -18. 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 0° 20 49.4 1 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 34.0 -28.1 24.4 -20.9 C r 30 < angle<_ 45 40.1 27.4 31.9 22.0 15.4 -24.4 13.4 -20.9 -14.1 -16.1 30.0 -22.6 25.4 -18.9 g Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 Z O 0 For S 1: 1 ftz=0.0929 m2. 1 mph=0.447 nVs, I degree of angle=0.01745 rad, I psf=47.88 N/m2. 0 m Notes: ! Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the budding in accordance with Figure 1606.2(c). ao 3 If pressure is less than 0,use 0. r 4 Pressures shall be applied in accordance with Figure 1606.2(b). a Z 0 VYG�t S P• E- of Fbr Rrst A rA i or 5uTJ Floors �t1� �41.�►�1 i'h ���i rt:►�i utit t •� LiYi�r�� '�if0 t��.c��" �� Q.vta` WALL 46, S ea W4azl%j Nor 61~ P�A w a.Ul d.csi�raCcs %xte-6Dv-' vJOAU wlL ile *I" otesit%a S Tri bit wCatY, �1•C See GLLtwc� ���or PLC !1 or � euE;�e Lewd - oar t� , Q Wk«t• yes iso S��a,r- C tt �� to it •� 0 o F W&IL pic&�� to�s���I both_ ��oor: -� • — 5u.tiwwt�'�+D» . _ .. _ _..Far tvi o S to Y ` em�ts ...Dr WQl! PLAtc de :,kt For ove 5tor..�. wa 11 ► Dp -inY :— EFFec�iJt Yoo� �nei��tt e-APos4 t0 , PYcuure = C••MHrz`—� �� �plitc 'ole a,LI LA6,1% rvv� Pita. 11 ihUfL Via.•, 7 to 1L. i� •• _ i .r.� Pry SS W L crit W N� r W PieSSu.rE �t00F(�ofpLic,.,6Lc W`ner., fuvF Pil'c4+ i s mare 7/12 At1jexLr per To tcj Skc.^,r FvYte. :, C �C�:�(-•k IL) Y) C4rX w- S (0)(v-) (©•175tlSt Stork)) - ror G • P.vi S cnt 0y, Cis yL�fe 5ii V-A 'AA S = (� •T ��� ` r D� 0TM 0V IY-, tuCn��n h�tL.�t{^�►� � W-)CO• .t.C�Y�( CM- .or two 5t a rw k1 � s c a.'.\&or bo Lt 5 Pay � laet� tr. TOrJsttuets� For SxhfioY• JOAS ;- AU OW. 6OLt s h ear T to a Ib j C rIz ►X$ �d �.or ►► 11 'j'er+^s+cam = 14,40 ibs �► n �� ►�7 7/1�" QS8 ShP,a- ki mita U iU, g4 CnvWMM Y►q vriLeu �mot4 0 Perw►se- gor lviteri'or f} 14w , baLt- 5\rtecvror7t"f v" = 1350 lbs cZ 4. Sib I-t. - �/7. 1 I V •SJl� WYE/ f j1 I &K rp,,J V --,I.tf Wt*..! Sheet Date (� �"� l�Z �..• G a b r,'e L� Q• E � � ►� ro FvJ c C v�C�5)/F,r L )- 33 -U- = ac tVXQ s1ncar 5 = bolt .5Pa d Fv- ajUowA6LLL skear Pe,- ba It Fp,r ExW--tJ1 1.3.3) ( 86o )/< -Lr ! �v r i art w 4A —� 5 = Q -33) (1360/0r) Z' TO C Geo as e- k W-cQuwo : - � to A Llow, 14 o-U, �Qu� tis' u -� T o r "c - 2V L►cs�yR �v c t�Jil� be t,Ltasw, FYvV►�+ C�.t,uuur� 5;, ;v �(or SuJ, (k.i HD5M, HTTzz . •c-tc C k#jjcbwn„ to Ccss,ttM , CS7A31., e, �j , • - C Flour to FLour AoU" Iow-v%s ) See 6e,xe6 Y ea-r- WA. S �OZ+ a.J 5Vee1 g u Tor G OV- Fai&re. rrmoA OF tke-t`ns ic+ foo.t t ,. s S �.,rti► c)'k F6 wLI- • C<<ar 7c b o l t v J Wilt Pud oc,,ot a4;;f Jt,- Sote.Fto-Zc wTLl vneJ to Sl'icay o K Foy A C lefe Fa:ZU L - -t�Vvl L- T or G e d� .�, c�Q`` .�- 2 5'a-, Fa;lure v"o d. Oe a 2V = X90,0 Ih, C 2xq pc Z SYPH Zv = Zzoo lbs C 2 x 6, pct., #Z 7V 2 -) Do 161 1 x T D1 -# 2 5Yo l DATE: 03119102 `_— - __------ — -- �.—jqn c—LAL-RM ({ i if f7, / 44 ii �. Nwoy i i KITCHEN �® o oz a c o i POKCH j o _ FIRS PAGE FLOOR ELECTRICAL F BUILD SET Loi SCALE: 1/4"=1 FOOT J WS. .,,�. co 1..or.V -Z-U F-tr" "S.. "NP"Q (ft) (ft) (ft) (Ib) (lb%ft) (4b €) (ft) (Ib) (unitless) (Ib) (ft) C)L. /S 'LZ �J3�� 2 rj 3� �' Z2 l�01_115 -71 L.J 2v Z Z v 3 S $ 20 ' 1 - f O " J Beet :3 t j i V. 0= "Z" IS ALWAYS EQQItk TO 1.X � IS !I MOOWF'E C FAC INR. > f PD SHEAR WALL CALCULATION FORI� QT 71W FIRST T WALLS Sheet Ate �{ C Off...- Q�Dr �. of Lob S Ria sit For seevlti • a -U- lbl �F� -) 3 �� �� - ��Z p-eF i oY��c. C sl . 7/16osP, NA1u= wJ goQ c� K c , CAD vse ` ` 2T 0-t loo t1-. ev<�,f s o Lj . H1V9� 1 � f W 'ado _ 1� 1 ll > wood ¢ -food y �r� PAGE 1 mate: 03/29/2002 MANNING BUILDING SUPPLY LOG #: B0261F TRUSS DIVISION JOB #: JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 16/12 Customer: BESTCON HOMES Job Name: PLAN #1775 " Address : 2440 South Beach Parkway Address : LOT 6 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KEN .-------------------------------------------------------------------------------- LeftI Right Qty Span O.H. O.H. Description -------------------------------------------------------------------------------- 7 12 ' 3" 0 ' 0 ' F6 1 16 ' 1" 0 ' 0 ' F4 4 16 ' 1" 0 ' 0 ' F5 1 121711 0 ' 0 ' F2 9 20 ' 11" 0 ' 0 ' F3 1 11 ' 4"8 0 ' 0 ' F1 ------------------------------------------------------------------------------- 23 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks------- 0 - # of Beams 0 - # of Rim Board ------------ 17 23 - Total Trusses RAISED .LS 16'1"e F4 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS, AS F5 TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER c%j 4 . APPROVED BY c1l c\j LL LL FG APPROVAL DATE: DEL. DATE =�--+�-12'3"ems MANNING BLDG . SUPPLIES 16 " & 12 " DEEP SY42 FLOOR JOB : BO261F CUSTOMER : BESTCON INC . 1 L LOC - LOT 6 HIDDEN PARADISE DESIGNER ; KEN PARKER 3'e"8 i i 5*8-8 22' _� a«� :� �� �� . �� �� . � � �� :� °�4 � � � a ,-,' i (B0261F-PLAN #1775 F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 378 PLF at 0.12 to 378 PLF at 11.25 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES BC From 10 PLF at 0.00 to 10 PLF at 11.38 AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X3 W3X3= W1.5X4(R) = I I Wl.5X4(R) = T LN I I A T T 1-4-0 1-0-8 1-0-8 —4-8-1-2 W2X4 III W3X3= W3X3= W2X4 III fLE 11-4-8 Over Continuous Support R=380 PLF W=11-4-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.5" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN;TPLLTNG A,D BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS i7A7E TC LL 40.0 P S F R E F R 1 5 1--76381 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES NRIOR TO r.M.' Mq T C DL 10.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAQHF_D I'G STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �Fl %1 "IMPORTANT*' FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL VINE ENGINEERED �I�+ BC DL 5.0 PSF DRW HCUSR151 02088033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T(_' . �• '• J��( p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INS-'AILING A,N0 C�' B C LL 0.0 P S F HC-ENG E J R/MMA A L P I N E BRACING OF TRUSSES, THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = * i = SPECIFICATION PUBLISHE[1 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL Pi N,' CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY r;ONNICTORS TO '�w Q TOT.L D. 55.0 P S F S E Q N - 4741 OF EACH FACE OF TRUSS, AND ON OF LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s�rti Alpine Engineered Products,Inc. RIN ESPONSIBIAWINGS LOTY SOLILYTFORHE STHE TRUSSIA ON ICOMS NENT DESSIGNS DRAW G IND TSHOWNCEPTATHE oUIPABILITYOAND UNAL ISEI FEKHh] /s 'fie OR�aP� `�' D U R.FAC. 1.00 F ROM IG E N FleInes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r it SPACING S E E ABOVE FL Certificate of Authorization tl 567 ANSI/TPI 1-1995 SECTION 2. (B0261F-PLAN #1775 F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. MAX JT VERT DEFL: LL: 0.46" DL: 0.17" RECOMMENDED CAMBER 1/4" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-1-8 24" _9_ 5" Typ. W=W3X5 W5X5= W3X3 = W5X5 Wl.5X4(R) W3X6= W3X5 = W3X3= W1.5X4 III W3X3= W3X5 = W3X6= Wl.5X4(R) 1-0-8 T- 1-4-0 + 1 0-8 8-1-2 W5X5=_ W3X6= W3X5 = W3X3= W1.5X4 5X4 111 W3X3=_ W3X5 = W3X6 = W5X5 = W2X4 III W=HS2512 = W2X4 III i 20-11-0 Over 2 Supports 3. ,1 R=1150 W=3.5" R=1150 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI (STD) 19.5d QTY:9 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHjPP[NC, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY Ts (TRUSS PLATE —^ TC LL 40.0 P S F R E F R151--76382 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY �RAC1iCES PRIOR TO --- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SH HAVE PROPERLY ATTA�OFD TC DL 10.0 PSF DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. U� —•T/�_ `*IMPORTANT** FURNISH A COPY OF THIS 0ESI GN TO THE INSTALLATION CO NTRi,C FOR. ALPINE ENGINEERED �IF� vY�` PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAIL L'RE TO •�•••• P BC DL 5.Q PSF DRW HCDSRI5I 02088034 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SH:F'PING, I�r STAL�tN�, SND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN k 4 BC LL 0.0 PSF HC-ENG E J R/M M A SPECIFICATION PUBLISHED BY THE AM ERI CAN FOREST AND PAPER ASSOCIATION) ANOFP'. ALPINE. C j CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. - APPLY -ON'NTCTJRS TG L P . LL'QI��j t T 0 T.L D. 55.0 P S F S E Q N - 4747 EACH FACE OF TRUSS, AND ON LE OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN.CTORti PER {� S •vC DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFF5511,1AL 11111,L111,11 }�/s1'F�•p�OP•�� D U R.FAC. 1.00 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IL['Y ANG � E OF THJS Haines City,FL 33$4Q COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DcSjGN Ek, i'ER Mar` H EN.J FL Certificate ofAUthorization#567 ANSI/TPI 1 1995 SECTION 2. w•••n.•� SPACING 24.0" I (B0261F-PLAN #1775 - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 24" 4-8 _� 1.2_ 1� W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = T W1.5X4(R) = Wl5X4(R) . 1 T 1-4-0 1-0-8 + 1-0-8 IT L-j 8-1-2 W3X5= W3X3—= W1.5X4 III W1.5X4 III W3X3= W3X5= rr W2X4 III W2X4 III i< 12-7-0 Over 2 Supports J R=692 W=3.5" R=692 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.5" Ft. "*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, 1N`TALLINC ANU BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI ;TP USS "SATE T C LL 40.0 P S F R E F R 1 5 1--76383 INSTITUTE, 583 D'ONO FR IO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY FR ACTICEd ""- TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVF PROPERLY ATTACHED _+ 1� T C D L 10.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }' .1.�'y r, p _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Al%INE ENGINEtRtD p C D L 5.0 P S F D R W HCUSR151 02088035 PRODUCT S, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO •'-0.\ r.(�` BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING , ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAFIORAL DESIGN I * _ 82 BC LL 0.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, iIPINt t •R TOT.L D. 55.0 P S F S E Q N - 4749 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPY c�NNECIDRS i0 i'� S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN tCTOR.i PER ;�(l DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO FISSI ON nt Ek C.INFERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITY ANO USE OF TY I$ ���s - ORI�P'���' O U R.FAC. 1.00 F ROM K E N 11an1eSClty,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma ID EN./' SPACING 24.0" FLCertificateofAutholization#567 ANSIITPI 1-1995 SECTION 2. ".y1�yy +' (B0261F-PLAN #1775 F5) THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-1-8 24" -0-4 23.25" 2-0-0 J � 15" Typ 1 I W3X5= W3X3= W1.5X4 III W3X3= W3X3= W3X8= Wl.5X4 III W3X3- W3X3 W1.5X4(R) = W1.5X4(R) 1-0-8 1-0-8 1-4-0 -1-2 W3X5= W3X3= W1.5X4 III W3X3=— W3X5= W3X3= W1.5X4 III W3X3 W2X4 III W2X4 III W2X4 III lE 10-7-12 J 16-1-0 Over 3 Supports J R=571 W=3.5" R=906 W=3.5" R=295 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:4 FL/-/3/-/E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, T-NSTALLING AhO BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TF! (TRU,i� PLATE TC L L 40.0 P S F R E F R151--76384 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETr PRACTICES PRIOR TO ~~~� T C D L 10.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V .....• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL�I NE i>!Gt NFERLD t�FI '7� B C D L 5.0 P S F D R W HCUSR151 02088036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, A`lY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, .NSTA111N�. AN 1'# J VV A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS ;NAfIONA CF<1GM Y r BC LL 0.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALINE 7< CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. aPPI'I CONNECTOr.S TO t%4 OF r4 TOT.L D. 5 5.0 P S F S E O N - 4751 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CG WNEI'TCRS !'FR itT DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS'TONAL LNGINEFFING ��/sly :C� p�OA•�� D U R.FAC. 1.00 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNI e�y)5 G\ HameSCit},FI. 33$QQ COMPONENT FOR ANY PART Y.ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIUVER. PER Mar 2yf; E� +V FL Certificate of Authorization#567 ANSI/TPI I-1995 SECTION z. SPACING 24.0" (B0261F-PLAN #1775 F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 378 PLF at 0.12 to 378 PLF at 15.96 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 16.08 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X3= W3X3= W1.5X4(R) W1.5X4(R) 1-0-8 1-0-8 T 0 -1-2 W2X4 III W3X3= W3X3= 142X4 III i 16-1-0 Over Continuous Support j R=382 PLF W=16-1-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) ___ 19.5d QTY:1 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTq�.I.IdG AND T C L L 40.0 P S F R E F R 1 5 1- -76385 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI GAUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTIDiS PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS QTHERNISE INDICATED, TOP CHORD SHALI HAVE PROPERLY ATTACHED ', �Je h� T C D L 10.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION Co NI RAC T('R. ALPINE EI,G,NELNE'u `IFC - BC DL 5.0 PSF DRW HCUSR151 02088037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILEU��rRE TO � 4(L�••••••q •••�► BRACING BUILDHO FTTRUSSES.IN CONEER TMI SMD E SIG NAMCE I CONFOR M STH TPI; ON ITHAAPPL[C ABLE PR OVD[SIONGSGFPNGyG('!ATIUHAL I'JE Si Gf' _ * �. B C ILL O P S F HC-ENG E J R/M M A ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AAH) Tp 1. ALPINE ••� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APrLY CDNNFCTOR; TO .�• • Q TOT.L D. 55.0 P S F S E Q N - 4753 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN( TORS PEI: iytrt 1 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRL" SI ON A: EN61NCERING •• D U R FAC. 1 .00 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIfv AND Vt E OF THIS \� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES)GNER,' fR' r H[�EN SPACING S E E ABOVE FL CertificateofAuth-ril-tion 4567 ANSI/TPI 1-1995 SECTION 2. _ Mar �� � (80261F-PLAN #1775 - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. -4-8 � 24" � 4-10-8 J 15" Typ 1 I 143X5 = W3X3= W3X3= W3X3= W3X3= W3X5 W1.5X4(R) = W1.5X4(R) = T J= FIT —�— 1 0-8-8 FhT0-8-8 1-0-0 8-1-2 W3X5= W3X3=— W1-5X4 III W1.5X4 III W3X3= W3X5 = YY W2X4 III W2X4 III rE 12-3-0 Over 2 Supports J R=661 W=3.5" R=661 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19.52aQTY:7 FL/-/3/-/E/-/- Scale =.5" Ft. **WARNING,** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL IXu .4ND T C L L 40.D P S F R E F R151--76386 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL CTRLSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI'oR TO _.�M���Nr T C D L 10.O P S F DATE 0 3/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PMOP ERLY ATTACHED 1r' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v ...... **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED B C D L 5.D P S F D R W H�H$RISI 02088038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� r•� ALPINE BR ACBUILDNGHOFTTR U SSE SUS ELN COME SMDES IGNICON FORMSTH I OWIT HAA P PLICAE LCATI E PRDVD ISNON SSOFP NO SO!N ATIJNAI LI GN �_* B C L L •O P S F HC-ENG E J R/MMA S ♦ _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI''J NE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CON/FCTURS LO 1: TE nF rQ. T 0 T.L D. 5 5.0 P S F S E Q N - 5 7 6 7 2 EACI{ FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS YER EC 1Jr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI"IFERING V��• �/ORI� '•� D U R.FAC. 1.0 0 FROM K E N Alpine Engineered Products,Inc. RESPONSI8ILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUI TAB It ITY AN USE Or ,'H t` u ............ Maines City,FL 33844 %MPDNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, IER �I FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Mar p6®EN SPACING 24.0" YA TOP CHORD 4X2 SP #1 - IT _ --_SYSTE4� FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I CONTINUOUS TO FOUNDATION. ABOUT 24" MAX 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION I I 8'0" STUD WALL (110 PLN) 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 I 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION I W= X4 OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 717'11 77 / 5 � 7_77_7 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275 --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SH&L HAVE A PROPERLY ATTACHED RIGID CEILING. � .....� C DL 5.0 PSF DRWG GBLSY42AO699 IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE DESIGNENGINES AND PRODUCTS,ILURETONBUILD THE C. SHALL OTRUSSES INOCONFORMANCE WITH TNSIBLE FOR ANY PI; OR FABRICAON FROM TING,NG, I+ LL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH t APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * _ LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE O1 20GA }p ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF a 'A �-, ALPINE ENGINEERED PRODUCTS,INC. TRUSS ANDRAWINGS , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ltll POMPANO BEACH,FLORIDA ENGINES ENGINEERING ORESPONSIBILITY L SOLELY I THISDRAWING AT HIE GTRUSS COMPONENT DESIGNICATES ACCEPTANCE SHOWN.ES PROFESSIONAL �s 4s;��0�`QQ; R. FAC. 1.00 RESPONSIBILITY ESPONSI ILITYDOFSTHEFBUILDI G DESIGNER,OPERNANSI PARTICULARUILDING I THE SUITABILITY THIS COMPONENT PI 1-1995 SECTION 2 MAL„__ '` .�'�' EU ENv� PACING SEE ABOVE TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 I 1 ST`--'M42 FLOOR GABLE BOT CHORD 4X2 S0. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM I IY 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 24" , '0 STUD WALL (110 PLF) 18 I�.,• ��i I{12• •�I 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR W=3X4 j;j 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED �r LENGTH AS REQUIRED l BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX IOR 47 PSF AT 1.33 DURATION I OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W=3X4 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF 1-6-0 MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL ( PLF) WITH 60'0" ROOF SFA, WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, _I OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. ,4111 do LENGTH AS REQUIRED OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,2758 -WARNING . TRUSSES REQUIRE INSTALLING.AND BRACING. REFER XTOHIB-9ME 1RHANDLING FABRICATING,RE IN HANDLING, AND BRACING),PUBLISHED TC LL 40.0 PSF REF BY42 FLOOR GABLE 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, ,o�rtiy T DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Q HAVE A PROPERLY ATTACHED RIGID CEILING. V ....,:+ C DL 5.0 PSF DRWG GBLSY42B0699 •-IMPORTANT■• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE e �,` ' 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, ��I. LL O.0 PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH + APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE • l �. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20G.A ,► LD. 55.0 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i�; STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS ENGINEERINGi60 A-Z. THE I SEAL M ON THIS LY FORDRAWING T INDICATES COMPONENT ACCEPTANCE OF DESIGSFIOWN.PROFESSIONAL �G) ,./�'[THE TNot-.' R. FAC. 1.00 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE . My PACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. E E PAGE 1 Date: 03/29/2002 MANNING BUILDING SUPPLY LOG #: B0261 TRUSS DIVISION JOB #: JACKSONVILLE rx;alesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name: PLAN #1775 ,,Address : 2440 South Beach Parkway Address: LOT 6 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Jesigner: KEN -------------------------------------------------------------------------------- Left I Right tyl Span I O.H. O.H. , Description -------------------------------------------------------------------------------- 1 11' 1 ' 6" 2 ' Al 5 11' 0 ' 0 ' A2 1 11 ' 0 ' 0 ' A3 2-PLY 1 21' 116" 116" Bl 1 21' 116" 1 ' 6" B2 7 21' 116" 0 ' B3 1 21' 0 ' 1 ' 6" Cl 1 12' 10' 8 0 0 ' C2 '1 , 1 12' 10"8 0 ' 0 ' C4 ,� 1 20 ' 1" 0 ' 0 ' D1 � 4 20 ' 1" 0 ' 0 ' D2 3 20 ' i„ 0 ' 0 ' D3 low 119 . 7" 0 ' 0 ' El 4 5 ' 8"8 1 ' 6" 0 ' F1 1 21' 116" 116" G1 GE 3 21 ' 116" 116" G1 1 21' 116" 1 ' 6" G2 1 21' 0 ' 116" G3 P-PLY 1 11 ' 8" 1 ' 6" 116" H1 1 28 ' 11118 1 ' 6" 0 ' J1 5 28' 11118 1 ' 6" 0 ' J2 2 38' 6" 116" 1 ' 6" J3 2 38 ' 6" 116" 1 ' 6" J4 5 2' 116" 0 ' K1 1 28 ' 11"8 1 ' 6" 0 ' J1 GE PIGGY 9 28 ' 11"8 1 ' 6" 0 ' J2 , 3 , 4 2 7' 0"2 211"7 0 ' 7 ' 0"2 H/J 1 2' 9"3 2 ' 0"11 0 ' 219113 H/J 4 3' 1 ' 6" 0 ' 3 ' C/J 6 1' 11611 0 ' 1 ' C/J 7 5 ' 1 ' 6" 0 ' S ' EJJ ** Hardware Roof ** X22 HUS26 1-ply Truss Hanger ------------------------------------------------------------------------------- 57 - Trusses 22 - # of Hardware 0 - # of I-Joist 10 - Piggy' s 20 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 87 - Total Trusses -11 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS ►- -+- i0'3" -+- 20' 1" 5'4" -+- -16'4" — ---+ APPROVED BY TRUSS OFFICE D1 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER Gil °1 4. APPROVED BY c� c� APPROVAL DATE: N - — NOEL. DATE MANNING BLDG . SUPPLIES F1 8112 PITCH 18090H SO/CUT JOB = BO261 I CUSTOMER : BESTCON INC LOC : LOT 6 HIDDEN PARADISE DESIGNER : KEN PARKER Q m 28'11 CD in -9'8"8—N+5'8"6 + 22' —I 10'9 �: . . :�� :�$ � :� . :� �»� �� :. .:� � . � � �� $ . �v / � �. ��> �, §, -�- I, i i �- i I i . r;, �' . / ,, . � .� i S i i" .' r . � � (80261-PLAN #1775 - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER OUR.FAC,=1.25 i PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 10.85 TC From 54 PLF at 10.85 to 54 PLF at 13.16 TOE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -1.66 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 11.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 11.00 to 4 PLF at 13.16 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 W1.5X4 III W1.5X4 III 8 F— W3X3% W3X3 --I 8 3-8-4 W5X5 —� 4 + 4 1___ + WU3; W1.5X4 III + }-8-1-2 W1.5X4 III W3X3 W 3 X 8 WH8 �I-6-0 J L----2-0-0----J 5-6-0 SIE -5-6-0 �E 11-0-0 Over 2 Supports J R=877 U=464 W=3.5" R=910 U=482 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/.3/-/E/-/- Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IIISTALL:MG AND T C L L 2 0.0 P S F R E F R 1 5 1--76350 BRACING. REf ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUI. PLATE _ INSTITUTE, 583 D'ONOFR10 DR., SUITE 200. MADISON, WI 53719), FOR 5AFETY PRACTICES PRIOR TO ,r.�""'hj"� T C D L 7.0 P S F D ATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVL PROPERLY A77ACilED t ��R � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OP Eft LY ATTACHED RIGID CEILING. *'IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i, B C D L 5.0 P S F D R W HCUSRI51 02088001 PR ODUC.TS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN: ANY FAIL(iRL Tli � .G�$• ...... ��;� BU IL4 THE TRUSSES IN CONFORMANCE WITH TP[', OR FABRICATING, HANDLING, SHIPPLNG, .NST 4LLIN6 AND t B C L L 10.0 P S F H C-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NP TIONAL DESIGN _ • =t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, Al VINE } j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COP:,,FCIOIS rC L'�` .� OF Q TOT.LD. 42.0 P S F S E Q N - 19265 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEcTURS F[R �� ' _ •� D D R.FAC. 1.25 F ROM K E N DRAW NGS ]bD A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PR OFESSION Ai ENGIN€[RING 4 Alpine Engineered Products,Inc. RESPUNS IBIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SHIlA81l ABILITY AND U:;E OF fH, I .........R. . IlalIl.City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma r R EN SPACING S E E ABOVE FL Certificate of Autliori7,ation#567 ANSIJTPI 1-1995 SECTION 2. (B0261-PLAN #1775 A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W04= 8 F 8 4-0-7 W5X5 8-1-2 W2X4(Al) W2X4(Al) iQE 5-6-0 5-6-0 LE 11-0-0 Over 2 Supports -J R=462 U=220 W=3.5" R=462 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL--196 AND T C L L 20.0 P S F R E F 8 1 5 1--76351 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERL" ATTACHED TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVEJA PROPERLY ATTACHED RIGID CEILING. /JLIr **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL"INE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02088002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY pEY IATION FROM THIS DESIGN; ANY FAIL URF TO •���F'C ••.�j ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, :d TALLING A�.O .V �`� QC LL 10.0 PSF HC-ENG MNM/MMA BRAf,[NG OF Tft USSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NDS (NA T:I�N nE DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI!IE + t •}}• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EICEPT AS NOTED. APPLY CCNN!CTOCS Th t F�• i TOT.L D. 42.0 P S F S E A N - 19267 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNE CI DRS PEP %�• `Q f+ DRAWINGS 16D A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL.ENGIACERIMG 49�' aR`QP:•�v( D U R.FAC. 1.25 F ROM K E N AlPine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND O F Oi THIS !'s '•.• • \� CCC I-IHIn,City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar A CIN G 24.0" FL Certificate ofAuthorizaCionN567 ANSI/TP[ 1 1995 SECTION 2. (B0261-PLAN #1775 A3 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N Z Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD: 1 ROW @ 6" o.c. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS : 1 ROW @ 4" o.c. WIND BCDL=2.5 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS 29-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO (1) 1/2"_bolts MAY BE USED FOR (2) 0.131x3.0_g_nai1s ON TC/BC SPLIT OPPOSITE FACE. THE BOTTOM CHORD ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4(R) III 8I— —la 4-0-7 W5X9 III W4X4(Al) = 144X4(Al) I_ 5-6-0 I, 5-6-0 I fE 11-0-0 Over 2 Supports � R=3547 U=1088 W=3.5" R=3547 U=1088 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, 1NITAL,INS A,iD T C L L 20.0 P S F R E F R151--76352 BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1PI (TR USS PLATE INSTITUTE, 583 OFR 10 DR., SUITE 200, MADISON, W] 53119), FOR SAFETY PRACTI CFS FR,OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP CHORD SHALL HAY f. PROPEFLY ATTACHED `' TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CH URD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR P.LPINE ENG)N?SPED .R BC DL 5.0 PSF DRW HCUSR151 02086003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE TOR ANY DEVIATION FROM TNIS DESIGN: ANY FAILURE TO \iF BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, IM::TALLjNF ANU : :4�•• B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS [NATIONAL DEI If, SPECIFICATION PV BLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. A�.PINE e '=t CONNECTORS ARE MAGE OF 2OGA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. A.FPLY "DNI CTOP.`.; TO L� TOT.L D. 42.0 P S F S E A N - 19350 EACH FACE OF TR HSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO.S I T ION C0 NS1FC10RS PER 1 F OF Q DRAWINGS 160 A-Z. THE SEAL DN THIS DRAWING IND3CATf5 Af.CEPTANCE OF PROFESSIQNAL I;N��INti1.14, =w�' R,Q�:�'�� D U R.FAC. 1.2 5 FROM ICE N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIAHILITY AND USE OF 'O's \� Ilames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PLP M arr` gE@ ENG SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. (B0261-PLAN #1775 - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 21.00 TC From 54 PLF at 21.00 to 54 PLF at 22.66 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 4 PLF at -1.66 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 21.00 W04= BC From 4 PLF at 21.00 to 4 PLF at 22.66 W5X5 8 F- 8 7-0-4 W 3 X 3 W3X3 —' 4 W3X3; W3X3; 4 W3X8 5- R=148 PLF U=70 PLF W=21-0-0 W3X8�� L,1-6-0� L_1-6-0- 10-6-0 ��E 10-6-0 21-0-0 Over Continuos Supports Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL -3 E - - Scale =-.3125'"'/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTA',LING ANP'��—^ T C L L 20.Q P S F R E F R151--76353 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP! (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WE 53719), FOR SAFETY PRAC-,ICES PRIOR TO oydy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED FGL �yf�q�q�], T1. DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y`,..•....•//�_ `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE "GIWEERM '•, B C D L 5.Q P S F D R W HGUSR151 02088004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + '4r1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ` MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF PDS ;NATIONA! U'SYt 6N ♦ r :+ BC LL 10.Q P S F HC-ENG M N M/ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND FPI. ALPINE ! CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GOV. STEEL, EXCEPT AS NOTED. OP1.Y.NXNECTD'?S TO hat. ✓� TOT LD. 42.0 PSF SEQN - 19270 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LocnrrD ON THIS DESIGN, PostTloN ccANE rces PER - ? D U R.FAC. 1.2 5 FROM K E N DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESi ZONAL ;,NGIN'E.R,N- /� QR�QQ:•�w Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY:ANL UiF OF IAS, �+\ 1laureS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, .'EN VI r W IT, EN SPACING S E E ABOVE FL Certificate ofALLf11WizafiOn#567 ANSI/TPJ 1-1995 SECTION 2. vn...rw+ (60261-PLAN #1775 B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 W 3 X 5�i W 3 X 5 8 (— 8 7-4-7 W5X7 J 4 4 W1.5X4 III W1.5X4 III W2X5(Al) W2X5(Al) �} �1-6-0::j L_1-6-D�j fE 10-6-0 10-6-0 21-0-0 Over 2 Supports R=974 U=396 W=3,5" R=974 U=396 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING 0D? BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IRU.,S PATE T C L L 20.0 P S F R E F R151--76354 INSTITUTE. 583 DG NO FR IO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACII'_E; PRI:1A TO PERFORMING THESE (UNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER Lt Ai?ACHED w TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINGr MPORTANT-'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOn. At ENG;NELRED ! SIFI B C D L 5.0 P S F D R W HCUSR151 02088005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI L'-RE TO •�•••�qJ.•�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND I B C L L 1 O.D P S F HC-ENG M N M MMA ALPINE BR Af.ING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N S (N XT IlIN AL DF IGH { _ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP(. A:PINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CDH}J CTORS TO � ST OF 'Q TOT.L D. 42.0 P S F S E Q N - 19352 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNEC T';Y P'R fn 3 •(` DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING SNDICATES ACCEPTANCE OF PRO FESSIINAL `-NGIW[Eft]NG .�ORtOQ w D U R FAC. 1.25 F RlJ M KEN Pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT'I ,diD U�t OF Ii�tS � IIHI11eS City,Fl, jjggq COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, o VNI' �ED L�v SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1905 SECTION 2. - ..•„ N (80261-PLAN #1775 - 133) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= IN! W 3 X 5 sF— —ls 7-4-7 W5X7 4 4 W1.5X4 III W1.5X4 III �8-1-2 W2X5(Al) W2X5(Al) �_1-6-0�j 10-6-0 10-6-0 —� fE 21-0-0 Over 2 Supports R=979 U=403 W=3.5" R=877 U=302 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1--76355 BRACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLT` INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P9I0!.IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR^PERLY ATTACHED fi TIC D L 7.0 P S F DATE 0 3/2 9/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F �, IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL 'F E NGINEERIU ) t ` BC DL 5.0 P S F D R W HCUSR151 02088006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA iL URE TO r �`1F1 �r.(�. ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FADR ICATI Nf, HANDL ING, SHIPPING, INSTALLING ANL`, F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIC:NAL DE SIGN _ Fri BC LL 10.0 P S F HC E N G M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPi N is !_ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY i;ONvrTOKS TQ1 . nc jQ TOT.L D. 42.0 P S F S E Q N - 19272 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTURS PFr' ' .q Nr F+ Alpine Engineered ProdDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE CRING V�'•'.� netsOp,QP;� F DUR.FAC. 1.25 FROM KEN,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U1,V Or T S (P QQQ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PLR M d �/� ENU SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80261-PLAN #1775 Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 8f B 3 8-7 Len 17-7-0 W1.5X4 III W5X7= W1.5X4 III W3X5(B1) = W3X5(Bl) L,1-6-0:::jj I 5-0-0 I 11-0-0 I 5-0-0 J IE 21-0-0 Over 2 Supports I R=1365 U=656 W=3.5" R=1462 U=733 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-I- Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,, INSTALLING AIiU - T C L L '�O.O P S F R E F R151--76356 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T°I (TRU°,5 PLATE - INSTITUTE, 583 D'ON0 FRIG DR„ SUITE 200, MADISON, WI 537]9), COR SAFETY PR ACE'4E5 PR 1'2P TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRUPERIY ATTACHED T C D L 7.0 P S F DATE 0 3/2 9/0 2 STRICT URAE PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINf.. fJr G• �^� *'IMPDR TAN7*' FURNISH A COPY OF 7H15 DESIGN TO THE 1N5T ALL ATION CONTRACT OP.. ALP IN£ EN C�,f�.F EKED �j1F1 BC DL 5.O PSF DRW HCUSR151 O2OSBO07 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAIL ueE TO C�� •�•, ALPINE BU[LO TME TRUSSES IN CONFORMANCE WITH TPI', OR FABRICATING, HANDLING, SHIPPING, IN TALLING AND f BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL 'JfCION • ,; _ ; B C L L 1 0.0 P S F H C-ENG M N M/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TRT. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY, STEEL, EXCEPT AS NOTED. APDL' CONY.ECTORS TO x 9�' Q TOT.1-0. 4 2.0 P S F S E Q N - 19284 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT FIRS PER �fn DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR0 SS 1'JNAL 'NGINEERINC, -/s•!�( RtOP'�w� D U R.FAC. 1.25 F R 0 M K E N AIPIOC Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U,,-,-OF h f. .` �. •'_r� II81neS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, pr.7 NV SPACING S E E ABOVE FL CeftiflCHte ofAuthoriz8tlon#567 ANSI/TPI 11995 SECTION 2. Mar �•� (130261-PLAN #1775 - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.29 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= W3X3= LJ 8 F- 5-0-7 5-0-7 17-7-0 W3X5 W2X4(A1) = W1.5X4 III I_ 7-0-0 I 5-10-8 I fE 12-10-8 Over 2 Supports R=553 U=239 W=3.5" R=528 U=319 W=2.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINF ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (7R USS P14Tt TC LL 20.0 P S F R E F R 1 5 1--76357 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR '0 ..�MN~y.Y► T C D L 7,O P S F DATE 0 3/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY nTW UED f,`�` �jd�� STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -} V '•'•Y( **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INST ALL ATI DN CDNTR ACT OR. ALPINE EN GINEERE.D BC DL 5.0 P S F D R W HCUSR151 02088008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE Fu !R �•••••••• BUILD THE TRUSSES IN CONE ORMANCE KITH TPI: OR FA8R[C AT ING, HANDL[NG, SHIPPING. INST q�_L ING AND j .y r� ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEc1GF _ _* B C L L 1 0.0 P S F H C-ENG M N M f M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. Al P1 NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CGNNFCTDRS TD 9:. ,� Q TOT.L D. 42.0 P S F S E Q N - 19286 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN E C,OR!; PER ±n^• DRAWINGS 166 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL- En" NEERIPG /s.F�OR_1QP•��v D U R.FAC. 1.25 F ROM K E N .41IP1110 Ir'11g11lCEiCC1 PioIUCYS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB II ITY AND USE OF TH15 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I Marp�Fd ENU SPACING 24.0" FL Certificate of Authorization 8567 ANSIJTPI 1-1995 SECTION 2. (80261-PLAN #1775 C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.95 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W1.5X4 III W4X4= W4X4 8 W1.5X4 0� 8 F- 6-4 7 5-9-7 17-7-0 W3X8 W2X4(Al) - W3X3 0-10 8 I_ 9-0-0 I 3-0-0 I I 12-10-8 Over 2 Supports R=553 U=222 W=3.5" R=528 U=328 W=2.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. *BRARNING­REFER TO HIB USSES Ry4UIREH ANULEXTREME INSTALINI FABRICATION, I NG)HAND LNG,PUBL HED BYPT I IN RU SCSI UATFTC LL 20.0 PSF REF R151--76)358 INSTITUTE, 583 1'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR YP PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY AT'AChvB T C D L 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T *"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Ew INEERr0 F' B C D L 5.0 P S F D R W HCUSR151 02088009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY -AI'I,URE Tom••••••••,, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND s F•� B C L L 1 0.0 P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (h ATIONAL DESICH 4 f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY FDNPLCTO:LS TO =9 Qy ZQ TOT.L D. 42.0 P S F S E Q N - 19288 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS Pi"riOF (` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNG'WCERINF f -V�(• �j QR�pP,:��4 O U R.F A C. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND U';E Of ;HIS St�, '• FlaWCS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING DESIGNER, PER Mar �,L1•-rEe�•E�v ti J SPACING '24.0" FL Certificate of Authorization N 567 ANSI/TPI 1-1995 SECTION 2. ^V wr• ,,, (B0261-PLAN #1775 - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 8 W 1.5 X 4 III W1.5X4 III 8 F- 7-4-7 5-9-7 W2 IL 3 En I +17-7-0 W3X5 = W2X4(A1) = W3X3 1— 10-6-0 I 2-4-8 I FE 12-10-8 Over 2 Supports IR=553 U=221 W=3.5" R=528 U=324 W=2.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD` 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. *aRACING.N INC*REFERTRUSSES HIO 91 IRE(HANDLINGE CARE IN TALLII NG FABRICATION,NG)H).PUB�LISHE D BYSHIPPING, TPI IEI(lRUS41 tP1,A1L TC LL 20'0 PSF REF R151--76359 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY FRA E, PR I6 TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T 0 P CHORD SHALL HAVE PROPERLY ATTACHED �',"` t, T C DL 7.0 P S F DATE 03/29/02 STft UCT UR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRA ACTUR. ALP IF'E ENGINEEREDlFF' BC DL 5.0 PSF DRW HCUSR151 02085010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO _4_,•••••••••r�i�.i ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =G� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 4 S _# B C L L 1 0.0 PSF H C-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT]ONj AND Tp1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO 9•Y sQ T 0 T.LD. 42.0 P S F S E 0 N - 19290 EACH FACE OF TRUSS, AND ONE SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEUTORS SER �� y DRAWINGS 180 A-Z. THE SEAL ON THIS DRAW]NG INDICATES ACCEPTANCE OF PROFESSIONAL FNGINECN;NG �C�[i•.!�C D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered ProdUCtS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND UEF Di 1 5 'i� [_� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma Vit () A�@ ENV SPACING 2 4.0" FL Certificate Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. J ___""W....+.�•• (80261-PLAN #1775 - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER OUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 20.08 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 20.08 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4= DESIGNED BY THE BUILDING DESIGNER. 8 8 W5X5 + +20-5-11 +20-3-3 + + 19-3-3+19-5-13 9 3 3+19-5-13 W3X6; _14 L— + 4 + J, 18-5-13 0-1-4 17-7-O.-`;L 17 8 0 UX6 L-3-1-12 -1- 3-0-0 3�E 2-11-10— -2-8-14 �E 3-0-0--� 10-2-0 9-11-0 20-1-0 Over 7 Supports R=244 U=180 W=3.5" R=412 U=210 W=3.5" R=477 U=258 14=3.5" R=705 U=367 W=3.5" R=450 U=287 W=3.5" R=361 U=193 W=3.5" R=243 U=.180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19.5d FL/-/3/-/E/-/- Scale —.375"/Ft. "`WARNING** RE TRUSSES REQUIRE EXTME CARE IN FABRICATION, HANDLING, SHIPPING, INS-fALL0L ;.ND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY Tf'T (TROS, PLATE T C L L 20.0 P S F R E F R 1 5 1--7 6 3 6 0 INSTITUTE, 583 D.aNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTtIFF PRIOR TO TC D L 7.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED -` STRUCTURAL PANELS, BOTTOM CH OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v�,..... T IMPORTANT'` FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRA_IGk A!IINE IN"!VEIk'0 3 F'S�f� B C D L 5.O P S F D R W HCUSRI5I 02088011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAiION FROM THIS DF SIGN; NY FAILURE TO !i �Q� �,•��( BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTf'.LT�'G Alf`. B C L L 10.0 P S F H C-E N G M N M/M M A ALPINE BRACING OF TRUSSES. HIS DESIGN FOR WITH APPLICABLE PR OV[BIONS NUF (NPTIOkA!I ESiQY f •s+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A'.PINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APP!-i CONNECT,RS TO t'1� �' OF Q T Q T.L D 4 2.0 P S F S E A N - 19293 EAC FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CyNNp r-'pRS PER, r. L(t'N• DRAWINGS 160 A-Z. THE SEAL ON THIS DR AWLNG INDICATES ACCEPTANCE OF PROFE�!.I ONAI ENGI NFE RING =t•%n5• F( RIOP?'�v D U R FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIf; ANO U s OF THi sj` ��j,�y`.'qQ•• ..••• �\� Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESILNER, PF4 M P r " .EDEN SPACING S E E ABOVE FLCertifcateofAuthorization#567 ANSI�TP1 1-1995 SECTION 2. 'W w (130261-PLAN #1775 - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W4X4= LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5 0 W 3 X 5 8 F 8 7-1-13 W5X7 � 4 4 0-5-7 W1 .5X4 III W1.5X4 III —I- 17-8-0 17-7-0 W2X5(F2) W2X5(A1) LF 10-2-0 9-11-0 J rE 20-1-0 Over 2 Supports —� R=845 U=425 W=3.5" R=842 U=423 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS'A'-L,'NG A;iO BRACING. REFER TO DID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS', FLA-FE T C L L 20.0 P S F R E F R 1 5 1--76361 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI GH TO �M�. T C D L 7.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P101111Y ATTACHED t STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��L„'j!v/r *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t B C D L 5.O P S F D R W HCUSR151 02088012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA`L URE TO `�`•'��C'�' BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INCL-ALLING A+'D' t . w G1` ,� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (hATPI DESIGN ♦ _ _# B C L L 1 0.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI.PI NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY 6ONN'-C'DRS TO S7* 'Q T 0 T.L D. 42.0 P S F S E Q N - 19296 EACH FACE OF TRUSS., AND UNLESS OTHERWISE LOCATED ON THIOF S DESIGN, POSITION CONNECTORS PER t�•� J•(V B DRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL EkGINEERtkG /s;•. �(�R�pP.�4. DUR.FAC. 1.25 FROM KEN Alpine En ineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 1M7 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PENM a rti'P, EN S P A C I N G 2 4.0" FLCertifcateofAutllorization#567 ANSI/TPI 1-1995 SECTION 2. r (80261-PLAN #1775 D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W1 2x4 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 144X4= FILL ALL NAIL HOLES. NOTE: 8 F— SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W4X4 CATALOG FOR PROPER APPLICATIONS. W 3 X 5 -l8 7-0-13 4-9-13 4 W5X7 W3X6 — W1 2-2-11 4 0-5-7 W1 .5X4 III � 17-8-0 17-7-0 W2X4(F2) —3-6-0 ��E 9-11-0 _I 13-5-0 Over 2 Supports � R=559 U=322 W=3.5" R=568 U=242 PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO DID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSPIA.IE T C L L 2 0.0 P S F R E F R151--76362 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRA TO P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED "�L Ufw� TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'��/( **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, AL"riNE ENG III-E0.�r } •;�A'i��C ': BC DL 5.0 PSF DRW HCUSR151 02088013 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN' FAILURE TO ( • �' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIWG, INSTALLING 4y p BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NAI 1ON4L DE_;TGi �+ _# B C L L 10.0 P S F HC-ENG M N M/MM A SPECIFICATION PUBLISHED BY THE AMERICAN 10REST AND PAPER ASSOCIATION) AND TPI. At,PI NE �' _ CON NEC ONNEf TORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CE PT AS NOTED. APPLY CON.NEC1-I1RS T,, �•t- j�Q T 0 T.L D. 42.0 P S F S E O N - 19300 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC T:OR� PFR DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFE SSI ONAL EN6i.,f ER LNrRlO.• D U R FAC. 1.2 5 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANG USE G,` THIS J , G� Hailes City,FL, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A . �� FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. Ma SPACING 2 4.0 II I I I I ' (60261-PLAN #1775 - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x8 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 6-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. NOTE: TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" CATALOG FOR PROPER APPLICATIONS. OC IN LIEU OF STRUCTURAL SHEATHING. W3X3= W1.5X4 III W3X3= 4-2-0 4-2-0 17-7-0 W3X8- W1.5X4 III W1.5X4 III fF 9-7-0 Over 2 Supports J R=776 U=411 W=3.5" R=776 U=411 PLT TYP. Wave TPI 95 Design Criteria: TPI(STD) 19.5d FL/-/3LE Scale =.375" Ft. —WARN IN G" WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS-A1L78G'INDT C L L 20.0 P S F R E F R151--76363 BRACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI LTF.USc; P1 Air INSTITUTE, 583 O'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PR t:'R LO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0 CHORD SHALL HAVE PY.OPER L.Y ATTACHED T C D L 7.0 PSF DATE 03/29/02 STRUCTURAL PANEL S, BOTT OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l• �• `*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALP:NE E NO I N#,RIS O B C D L 5.0 P S F D R W HCUSR151 02088014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN,, FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPI Nf,. INSTALLING AND '.T C�:•••• 1�l'� ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA iNh OF„IGj BC LL 10.0 P S F HC E N G M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL,;4E 4 _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLT CUNC:LCIORS P,I. : JjL _ TOT.L D. 42.0 P S F S E O N - 19307 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF GN, POSITION CONNED?ORS PiR �(!:� /� OF Q' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGI'SERINC' 'G'.r�•'•'rCOFl10P`'.�i DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITAB ILITY AND JSE Or THIS yf' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEB Mat g /1'B®ENG\ SPACING S E E ABOVE FLCerti6cateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (60261-PLAN #1775 - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 8 F- 4-2-2 In 17-7-0 '�Z W1.5X4 III W2X4(A1) 1-6-0 3J �--5-8-8 Over 2 Supports R=363 U=208 W=3.5" R=209 U=180 PLT TYP. Wave TPI -95 Design Criteria: TPI STC 19.5d FL/-/3/-/E/-/- Scale BRARNG.,,REFER TOSES HIBR 9IU IR(HAN(HANDLING CARE IN INSTALLING ANO BRACTNG)�AN PUBlLISHEDHBY TPI I!(THUSLSI?Ln TSE TC LL 20.0 PSF REF R151--76364 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftD SHALL HAVE PNOPERLY ATTACHED !_l YdA� T C D L 7.0 P S F D A T E 03/29/02 SIR UCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*` FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALP:NE ENGINEERED �'I���C `�` B C D L 5.0 P S F D R W HCUSR151 02088015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA.I LURE TO .rH/•••F[� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSfAL.ING -NG t BRAC.[NG OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIO±iAL DESIGN S f t L f B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINL ` TOT.L D. 42.0 P S F S E Q N - 19302 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNLLTOR`_� TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PV{ OR AWI NGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FMG I±.Er:R7 NG -�1�(1�'!�C Rl�p'�� DUR.FAC. 1.25 FROM IGEN Alpine Engineered Products,Ine. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF FL!i, G\ 1leuleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TO RESPONSIBILITY OF THE BUILDINf, DESIGNER, PER M d ........ SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TP] 1-1995 SECTION 2. '�+.....W. I 'I I I I (80261-PLAN #1775 - G1 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 114 PLF at 0.00 to 114 PLF at 15.17 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 15.17 to 54 PLF at 22.66 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -1.66 to 4 PLF at 0.00 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 30 PLF at 0.00 to 30 PLF at 21.00 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 21.00 to 4 PLF at 22.66 W04(R) III + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W6X10 iii W3X5 8f 8 7-0-4 W3X3 W3X3 0� W5X7 = + J 4 + 4 L. + 17-7-0 W1.5X4 III W3X3 W4X6= W5X5 W 4 X 6 L1 6-0::j L_1-6-0:�j 10-6-0 _I_ 10-6-0 �1 9-7-8 5 6-8 T 5-10-0 1 fE 21-0-0 Over 2 Supports J R=258 PLF U=135 PLF W=9-7-8 R=377 U=303 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING 77- 8 RACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TSUSS PLATE T C L L 20.0 P S F R E F R151--76365 INSTITUTE, 583 1) OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRA ICLS °R IOR TO ,.�MM�gy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATTACHED ~ T C D L 7.0 P S F DATE 0 3/2 9/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��`;..:;•�r�/'/ -- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN4,IktiERED J r B C D L 5.0 P S F D R W HCUSR151 D2D880I6 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL -LESIf,W ( i f t' * B C L L 10.0 P S F H C-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. A-PINE I :" _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLE fONNECTORF TO _�`, ' Q T 0 T.L D. 42.0 P S F S E Q N - 19318 EACH FACE OF TRUSS, AND UNI ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION C0 NkFC:OR; PEI }�s •((� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIGYAL CNGINEtWING 9�r�•:F p10P•\�� D U R.F A C. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUIT AB II TTY AND USi OF THIS r Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PtR' FM a r q�EN SPACING S E E ABOVE L Certificate ofAuthorizafion#567 ANSI/TPI 1-1995 SECTION 2. (60261-PLAN #1775 - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X7 W3X5 0 W1.5X4 III 8 � —1 8 7-4-7 W5X8 t- 17-7-0 W .5X4 III W5X5 W2X4(Al) = W2X5(A1) L_1 6-O�j L_1-6-0::j 10-6-0 _I_ 10-6-0 1 9-7-8 T 5-6-8 T 5-10-0 IE 21-0-0 Over 2 Supports R=974 U=560 W=3.5" R=974 U=559 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS)ALLING,AND .-- BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU':S I!ATE v_^ T C L L 20.0 P S F R E F R151- -76366 INSTITUTE, 583 D'ONOFR1O DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE$ PR PR TO ~� T C D L 7.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERI" ATTACHED „� (j��� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGI'i!:E,?E'1 { BC DL 5.0 PSF DRW HCUSR151 02088017 PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I C`y� BUILD THE TRUSSES IN L'O NFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. [NST:LLING AND v ••• • r� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT?ONAL DE116N = p j BC ILL 1 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERIr AN FOREST AND PAPER ASSOCIATION) AND TPI. A;''IN •� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPL'V CONNECIORS TJ ='�: •Q. T O T.L D. 42.0 PSF S E Q N - 19315 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEOT(R PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFE G$IDNA{ ENGIBEER!NG s�/`.,fl Q;:��v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE (:F THIS s S �R,�`" D U R.FAC. 1.2 5 F R 0 M K E N Maines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER PER M a r'1P q�Q EN6� FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. _ „ti• „ SPACING 24.0" (80261-PLAN #1775 - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 W3X5% W1.5X4 III 8 � 8 7-4-7 W5X8= 4 41 17-7-0 rl W1.5X4 III W8X8III W2X4= W2X4(A1) = W2X5(Al) (,_1-6-0j L_1-6-0::�j 11-4-0 9-8-0 10-6-0 _I_ 10-6-0 �I 9-7-8 T 5-6-8 T 5-10-0 1 21-0-0 Over 2 Supports R=970 U=559 W=3.5" R=967 U=558 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD )9.5d FL/-/3/-/E/-/- Scale =.3125" Ft. *BRARNGI G,REFERRTOSES RIBREQUIRE E9f1U IR(HANDLINGE CARE INSTALLING AND BRACING)HAN PUBILISHED BYPTPI IR(TRUSS,PGAND LATE TC LL 20.0 PSF REF R151--76367 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRH PERILS PRIOR Tb T C D L 7 O P S F DATE O 3/2 9/O,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AITI":4 ED ,yA�'c' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v�:• � '*IMPORTANT** FURNISH A COPY OF CHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E."INEFRE[1 j + :�.E' f BC DL 5.0 PSF DRW HCUSR151 02068018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA iL URE TD /�•�'` ,• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, AL1-ING AND D 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES!;; (80261-PLAN #1775 G3 P-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 6" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 22.66 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 21.00 IN EACH ROW TO AVOID SPLITTING. BC From 4 PLF at 21.00 to 4 PLF at 22.66 (1) 1/2"_bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 842 LB Conc. Load at 2.06, 4.06, 6.06, 8.06 THE BOTTOM CHORD ONLY. BC 568 LB Conc. Load at 10.06, 12.06, 14.06 BC 776 LB Conc. Load at 15.23 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 144X4(R) III 120 MPH WIND, 20.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. W3X5 ii 8 F— W 3 X 5 0� 8 7-4-7 EJ �17-7-0 W5X5 III WIO N = W3X3 III W3X6(A6R) = W3X6(A1) L,1-6-0,j 10-6-0 I 10-6-0 J 21-0-0 Over 2 Supports J 'R=4387 U=1478 W=3.5" R=3315 U=1405 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD` _ 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, iNSTk LIAG +MC 8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLA?E TC LL 20.0 P S F R E F R151--76368 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY .TTAC`1ED 1���/�yq`� T C D L 7.O P S F DATE 0 3 J 2 9/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '— **IMPORTANT*" FURNISH A COPY OF THIS UESIGN TO THE INSTALLATION CONTRACTOR. ALP]i:L EI!6INEERED �'(IF B C D L 5.0 P S F D R W HCUSR151 02088019 PRODUCT TS. INC. SHALL NOT BE RE SPUN SIB LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FArI URE ?O - -4_�"' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INIT L,NG A"'P >V- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF IGH • S i* B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICA7ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. Ai PINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY C;'.NNYi;1nR5 TO ' � �ttQ, T 0 T.L D. 4 2.0 P S F S E Q N - 19355 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC AT 1) ON THIS DESIGN, POSITION CONNECTORS PERP,:•�v DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEE?IMG , OR10,.G\� D U R.FAC. 1.25 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE AF In I_` flamesClty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEN Mar'�aI'��EN SPACING 24.0" Fl,CertiiiiateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. ,.,,,,,,,,w (B0261-PLAN #1775 - H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.17 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.15 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 114 PLF at 0.15 to 114 PLF at 11.52 TC From 54 PLF at 11.52 to 54 PLF at 13.33 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.66 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 11.67 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at 11.67 to 4 PLF at 13.33 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. DESIGNED BY THE BUILDING DESIGNER. W1.5X4 III W4X4= W3X3 W1.5X4 III 8 8 W3X33-10-14 W5X5 + + J 4 W1.5X4 III W1.5X4 III 4 1 + + �17-7-0 W3X3; W3X3 W3X8% W3X8�� L,1-6-0 3 1-6-0 5-10-0 I 5-10-0 5-10-0 �rE 5-10-0 IF 11-8-0 Over 2 Supports R=923 U=489 W=3.5" R=923 U=489 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIftE E%TRE ME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING 4ND T C L L 20.0 PSF REF R151--76369 8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI_A'-E INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIDR TO T C D L 7.O P S F D A T E 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEC STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fNGINFER,D F -,"�/� BC DL 5.0 PSF DRW HCDSR151 D2D88020 PRODUCTS, INC. SHALL NOT BE RESPO NS IBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TP ALPINE BUIID THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALI INC ANC j(f BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION AI. DE'S;GN + t��•• fti B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS SOIATI(IN) AND TPI. ALPINE ♦j * TOT.L D. 42.0 P S F S E A N - 19322 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TG E�+ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER �=1T OF DRAWINGS 160 A-Z. THE SEAL CIN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER'NG 6! Q4' O U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESP.NSIBIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS i s , �R�..• �� Haines City,FL 33$QQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M dta gEN6 SPACING S E E ABOVE FL Certificate ofAuthori-tion#567 ANSI/TPI 1-1995 SECTION 2. '4w (B0261-PLAN #1775 - J1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 114 PLF at 0.00 to 114 PLF at 28.67 TC From 54 PLF at 28.67 to 54 PLF at 28.96 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.66 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 28.96 SHIM ALL SUPPORTS TO SOLID BEARING. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. W4X4= W4X4= BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. - THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE U U U 8 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. *14-0-3 +13-9-15 + 12-9-15 -A,12-11-15 8 + W3X5 = + 9 4 11 11-9-15 11-11-15 + 4 10-11-15 + 6-11-1 4 W3X6-- + 9-11-15 + 8-11-15 + W 5 X 5 8-1-27-10- + W3X5(Al) I_1-6-0 1F 3-1-12---113-0-0 3-0-0 - - 3-0-0 3-0-O--J13-0-10--JE2-7-14-1F3-0-0-1L13-0-0--:J D--8 IQ� 13-6-5 I 11-5-6 I 3-8-5 31 19-3-0 9-5-0 ) IE 28-11-8 Over 11 Supports J R=371 U=180 W=3.5" R=447 U=180 W=3.5" R=472 U=180 W=3.5" R=457 U=180 W=3.5" R=420 U=180 W=3.5" R=80 U=180 W=3.5" R=375 U=180 W=3.5" R=384 U=180 W=3.5" R=414 U=180 W=3.5" R=406 U=180 W=3.5" R=411 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.25"/Ft.--- -WARNING" .25" Ft.-WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACINGJ, PUBLISHED BY TPI ('R'JFSS PLATE i T C L L 20.0 P S F R E F R151--76370 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fSH SAFETY PRACTICES ARIA TO 1 '�•Mqr TC DL 7.0 P S F DATE 0 3/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIAC HED I w,'`�t, STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V „ �� "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FFF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN' FAII,R- TO �f(�t'FI BC DL 5.0 PSF DRW HCUSR151 02088021 ALPINE BUILD THE TRUSSES IN C.O NFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH[PPINf. IH STALLING AND i (� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t • BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PuBLISHEU BY THE AMERICAN FOREST AND PAPER A5SUCI AT ION) AND LPI AL^INE •f CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CCNNECIORSTO '� OF TOT.L D. 42.0 P S F S E Q N - 19346 EACH FAf.E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CHNNE^.i ORS PER D U R.FAC 1.25 F R 0 M K E N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS,ONFL ENGINE:-NONG s/� 'c[ORI�P��� AIPinf Englneered Products,Inc. RESPONSIB[L[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT AN USE OF TH3S TlHllieS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OFS V'NER, pER M. FL Certificate ofAuthoI728Gon 4567 ANSI/TPI 1-1995 SECTION 2. .d r``'+g ........iE{'�� SPACING SEE ABOVE (80261-PLAN #1775 - J3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W3 2x4 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5= W3X5= W3X5 = W5X5 W3X5 7 E W3X5 W3X5% W3X5 8 r W5X7= W J 4 —1 B 9-0-7 W3X8; 4 W3X6; W3X5 W3X8 3-7-3 T 1-10-13 -L AL.8-1-2 W1.5X4 III W3X3= W1.5X4 III W3X5(Bl) = W1.5X4 III W3X6 � W3X5(B1) W1.5X4 III 11-6-01_ 10-11-4 21-8-8 I 13-0-0 _1_ 12-6-0 _I_ 13-0-0 J 11-1-0 T 8-2-0 13-3-0 T 6-0-0 IE 38-6-0 Over 4 Supports R=517 U=373 W=3.5" R=1406 U=422 W=3.5" R=300 U=266 W=3.5" R=1195 U=404 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES RED U IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, !h STJ.LLI:'G AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSSPLATE TC LL 20.0 P S F R E F R151--76371 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES 1,'IOR TO wyy� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �jA�T TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL INfi. b _^fly **IMPORTANT** FURNISH A C(IPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. k PINE ENGINE FRED (lF' B C DL 5.0 P S F D R W HCUSR151 02088022 rJ PRODUCTS, INC. SHALL NOT BE OF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �;. ••'�.�( BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPLNG, '.NsTAL L;'G ,NO I + • �: ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (N 711 NAL DESIGN = * Z L* BC LL 10.0 PSF HC ENG MNM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. API OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. AVE'LY rDNNE,-TORS TO �• OF T 0 T.L D. 42.0 P S F S E 0 N - 19337 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CON NC;TC�.'; pEµ I i��• , DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSICryAL EN6'NEERiNo ! :�'+,>S:!c Qp10?:'�� O U R.FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE Oi THIS r\ Haines City,FL 33814 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar *5�(�R6@ ENVp,,r' SPACING 24.0" FL Certificate ofAuttiorizationk567 ANS17TPI 11995 SECTION 2. r (B0261-PLAN #1775 32) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W5X5 = W3X5 = W3X5 W4X4 = LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 8 CATALOG FOR PROPER APPLICATIONS. W3X5 W3X5 8 I— W5X5 = 4 , 9-0-7 W3X5 W3X8 8-1 11-7-2 4 1` 3-2-3 T J W3X5 W3X3 W5X5 W3X5(Al) IE 6 D IE J 10-11-4 I� 13-0-0 I 12-6-0 _ J—_3-581 19-3-0 T 9-8-8 'I -IRE 28-11-8 Over 3 Supports R=362 U=180 W=3.5" R=1528 U=598 W=3.5" R=634 U=211 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN—C— T C L L 2 0.0 P S F R E F 8 1 5 1--76349 BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TR U`S pL A-iE _ INSTITUTE, 583 D'ONO FRIG DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACT'CES 'RiOR T(, r PERFORMING THESE TOMCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACtIEO �~~� TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`'L. r, **IMPORTANT** EURNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL"INE ENGINEEhEO BC DL 5.0 PSF DRW HCUSR151 02068032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANV rAI�.URE To "'•; ► ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIOMAI. .'SIGN t t i�' F B C L L 10.0 P S F —HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. WINE _ * j # CONNECTORS ARE MADE OF 2DGA AS A653 OR GALV. STEEL. EXCEPT AS NOTED. APPLY CONNSCT9RC TO TOT.L D. 42.0 P S F S E A N - 19335 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS. PLR it���r LE� Q ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CH 67.r 11FIN6 (I •crj'�' F�ORtQP,•� DOR.FAC. 1.25 FROM KEN Alpine Engin red Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN HE SUITABILITY AND US OF IMTS C i j�' IlallleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILII Of THE BUILDING DESIGNER, PER '.��r��, ......... LI®E \ SPACING 2 4.0" FL CertiflCate of Authorization 11567 1 ANS I/T P1 1-1995 SECTION 2. _ i (80261-PLAN #1775 J4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 W3X5 0 W3X5 W5X5 % W3X5 8 r J W5X8= e W3X5; � 9-0-7 W3X5 4 �W3X6 % W3X5 3-7-3 T W1.5X4 III 1-10-13 � +8-1-2 W3X3 III W3X5= W1.5X4 III :"�� W3X5(B1) = W3X6- W3X5(Bl) W1.5X4 III 11-6-01_ 7-2-12 ,IE 25-5-0- 13-0-0 5-5-0 13-0-0 I_ 12-6-0 _I 13-0-0 �J 11-1-0 T 8-2-0 T` 13-3-0 T 6-0-0 1 fE 38-6-0 Over 4 Supports J R=2073 U=619 W=3.5" R=287 U=263 W=3.5" R=-165 U=237 W=3.5" R.=1222 U=412 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale —WARN I NG*' WARNING'* TRUSSES RHOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IHSTA_[ING ANI,' T C L L 20.0 P S F R E F R151--76372 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (T@USS PLAlE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR?OR IU PEREoRMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHLD TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ., BC DL 5.0 PSF DRW HCUSR151 02088023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY EAIIURE TO ��t� r:� ALPINE BUILD THE TRUSSFS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1NSTALL[NG ANI: Ct' B C L L 1 0.0 P S F H C-ENG M N M/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISIDNS OF NO (NAT ION<�_ 11SI GW SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AtPIMF + •* T 0 T.L D. 42.0 P S F S E A N - 19339 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L x1, 5T' ^r DRAWL NGSEACH FACE 160 ARZ SS, ANDEUNE ALSONTTHI NSI UR AWONGSE IF TINOICATESS ADC CEPT ANCEOOFTION PRDFEOSIONAOR Ei1G1NE(kiryG =�4 0 1T Alpine Engineered Protlucts Itte. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF FH Ii .S,�,A,ORIOP'�1 D U R.FAC. 1.25 FROM IG E N IlauleS City,FL 33844' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER' ` FL Certificate ofAuthori4tim#567 ANSI/TPI 11995 SECTION 2. Ma H ENG SPACING 24.0" (60261-PLAN #1775 K1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 8 T 7 1-8-7 8-1-2 W1.5X4 III W2X4(A1) '--- 1-6-0----j 2-0-0 Over 2 Supports R=12 U=180 R=248 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.5" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS'.ALLINd AND TC LL 20.0 P S F R E F R151 --763 73 BRACING. REFER TO HID 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI lIR 7GS PL'1' ENGIN INSTI7 UTE, 583 D'ONOFRIO OR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIGS IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED L •l�.q`_� T C DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. V`�.•••.;,T�w **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPi NE AILURE TO � �4�C _ BC DL 5.0 PSF DRW HCUSR151 02088024 PRODUCTS, INC. SHALL NOT BE 0.ESP0 NGIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN, FAILURE TO Q A ••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 0R FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10.0 PSF HC-ENG M N M/MMA A L P I N E BRACINf, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO'[SIONS OF NDS (NAIi^.N DES _♦ i+ 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 CONN'�-%RS TLT ��: Q, T 0 T.L D. 42.0 P S F S E Q N - 19324 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT ORS PER 3 fn���w [,� Inc. DRAW IN 16 160 A Z, THE SEAL ON THIS DR AW IN6 INDICATES ACCEPTANCE OF PR OF E5570N AL ENGINEFRT NG ?11� �R�Qp�,a�v D D R.FAC. 1.25 FROM K E N AIp111C Ellg111CCI'Cd PiOdUCIS,WRESPONSIBILITY SOLELY FOR THF TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILLTY AND USE ur .NIS } Gam` IIAl11ZS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE HESPON SIBILIIY OF THE BUILDING DESIGNER, PFR Mar tv Rf�EN SPACING 24.0" FL CfIt1f1C8I0 O('Al1tIlOI7ZaYlOR#567 ANSI/TPI 1-1995 SECTION 2. i •�.�•• (B0261-PLAN #1775 Jl GE PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 12D MPH WIND, 19.39 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ---—-(LUMBER DUR,FAC.=1.25 ( PLATE OUR.FAC,=1.25) TC From 114 PLF at -0.71 to 114 PLF at 10.59 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at 10.59 to 54 PLF at 10.73 BC From 4 PLF at -1.66 to 4 PLF at -0.71 BC From 34 PLF at -0.71 to 34 PLF at -0.00 BC From 30 PLF at -0.00 to 30 PLF at 10.73 REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= 8 -16 3-8-5 n 101 IDI 101 17-7-5 1,--17-5-13 W2X4(A1) = W2X4(A1) o89f oaf 5-0-0 {, 5-0-2 _I 5-0-2 I fE 11-5-6 Over 3 Supports —� R=151 PLF U=80 PLF W=10-0-0 R=25 U=180 W=3.5" R=39 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL 3 - E Scale **WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,, SHIPPING, 1NSV.LLINC AND BRACING. REFER TO HIS-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (T:tUSU `LATE T G L L 2 0.0 PSF REF R 1 5 1--7 6 3 7 4 INSTITUTE, 503 D'ONOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY[ PR OPER LV ATTACHED T C D L 7.0 P S F D A T E 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILI N6' �7 ••••.. **)MPORTANT** fURNI SH A COPY OF THIS DESIGN TO THE INST AIL ATION CONTR ACTOd. AI PINE ENGINEERED S } �;Q(iF� BC DL 5.0 PSF DRW HCUSRI5I 02088025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE SIG$; ANY FAILURE 70 1 FJ� 1F ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, TNSTALLIN6.`,ND t BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N ATTO;IAL DESIGN • + B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBEI SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .QPINF CONNECT DRS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL, E%CEPT AS NOTED. APPVY c.,NNECTOR^, 0 2 F: lQTOT.L D. 42.0 P S F S E Q N - 19341 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONN ;:TOkS PFR �.A��, Q, ��/ g DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS I ON A'. EUG114EFRIN6 � /S�61URIo''���► DUR.FAC. 1 25 FROM KEN Alpine En sneered Produce Inc. RESPONSIHTIITT SOLELY FOR TPI TIUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Ui 111' +rte �C e�n G ItaincsCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V + Mar *ty`�`tjQ EN SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �.{4 '`�•....«.A (80261-PLAN #1775 J2,3,4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIME■NSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.21 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= W1.5X4 III W1.5X4 III 8 F- 8 4-0-8 + -3-1 }17-1-9 W2X4(Al) W1.5X4 III W1.5X4 III W1.5X4 III W2X4(Al) = Y 0-8-91_ 5-0-0 —�I o_a I_ 5-6-7 I 5-6-7 fE 12-6-0 Over 3 Supports R=97 PLF U=52 PLF W=10-0-0 R=56 U=180 W=3.5" R=0 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale "WARNING*k TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSIALLING ANG T C L L 20.0 P S F R E F R151--76375 8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI !TRUSS PL ATt INSTITUTE, 583 DFUNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES APH ITTACHED ETO D -„�• ,., T C D L 7.0 P S F DATE 03/29/02 PERE ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �/�"" "- STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEEL ING. ,`�,� p '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGII:EERED DC DL 5.O PSF DRW HCUSR151 D2D68026 P0.0DUf.TS, INC.ROY S SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUR, TO FSIF p ALPINE BRACIINGHOFTTRUSSESES IN 'OTHOISMDESIGNICONFORMSOWITHAAPPLICABLE PROYHANDISNONSSOFPNDSG(NATIONALAIL1JESIGN +G �ND ! � U C L L 10.0 PSF HC-ENG M N M/MMA BUILD t NO 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 Y A is /�� 1 TOT.L D. 42.0 P S F S E O N - 19327 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PiUr OF :Q DRAWINGS 160 A-U THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6]NEER ING }/��•� rA/ p Alpine Engineered Products IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF TFIS q�s `OfX��p��� D U R.FAC. 1 .25 F ROM K E N t-)all1eS City,FL 33$Q.t' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER, PER ` FLCertif1weofAuthori7ation!1567 ANSIiTPI 1-199s SECTION z. Mar's-•L i4 EN SPACING 24.0" 1 (80261-PLAN #1775 - 7'0"2 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SUB-FASCIA BEAM ASSUMPTIONS: 4-7-1 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 29 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 4-7-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER 0-0-8 CANT SIDE REQUIRES 29 LBS. SIDE. HIPJACK SUPPORTS 4-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 20-11-4 R=174 U=180 5.66 FT T — 3-8-2 3-8-2 0-4-7 —� 17-7-0 R=107 U=180 W2X4 A1) L­2-1-7 �1E 7-0-14 _I --7-0-2 Over 3 Supports R=305 U=196 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALI INS ANO T C L L 20.0 P S F R E F R151--76376 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLF.TE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR AC?ICES Pg10R rO _.rM1��^Ylr T G D L 7.0 P S F DATE 0 3/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - �!.....,r6y *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _pT=Qi B C D L 5.0 P S F D R W HCUSR151 02088027 PRODUCTS, INC. SHU SSESALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL LIRE TO �.* {� A�'••� BRACIING BUILD H OFT TRUSSES. CO THOI SMD ESIG NANCE I CONFORMS WITH GE PROVISIONS OF N DSG(NATIONAf IDGSIGN p d �•• B C L L 1 0.0 PSF F H C--ENG G M N M M M A ALPINETH � . : .+ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIN, EAAC HE FACCESOFRE MADE OF TRUSS, AND ONLE S SGA T0THER W ISE¢LDGAL VDC ATED ONE THIS D CEPT AS ESIGN, POSITDAD P IF YION C O NNECTOR SN PERORS FO ,I �•�• (1F •Q TOT.L D. 42.0 P S F S E A N - 19280 iY DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG'NEEIINUOR�QP: D U R.FAC. 1.25 F R 0 M K E N AI()111e Engineered Pr0(IllCY$,llIC. RESPONSIB IL IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIAB LLLIY AND OSE Uf IHIS f� r r Hames CIty,FL 3384Q OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M tll "'�®E�v\ FL Certificate of Authorization#567 ANS17TPI 1 1995 SECTION 2. �.,� „ SPACING SEE ABOVE (B0261-PLAN #1775 2'9"3 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF THEIR OVERHANGS: 1-11-8 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SUB-FASCIA BEAM ASSUMPTIONS: 3-6-0 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 15 LBS AND THE 1-11-8 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 3-6-0 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER 0-0-8 CANT SIDE REQUIRES 15 LBS. SIDE. HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 447A1 9-5-6 R=8 T R=8 U=180 1-8-2 1-8-2 8-1-2 R=10 U=180 �-- 2-0-11� 2-9-15� 2-9-3 Over 3 Supports R=156 U=180 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO T C L L 20.0 P S F R E F R151--76377 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IR�SL PL1•.TL INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PIT TO �/L �~'w T C D L 7.0 P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PE 0PERLY ATTACHED .- STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V`�.•s.,._T/�_ **IMPORTANT*-" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGIN1E�1L'J �'at���C r%� BC DL 5.0 PSF DRW HCUSR151 02088028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FtILURE TO pq��. A L P I N E BR ACBUILDNGHOFT7RUSSESUSSES [N COTHISNTOURMDESIGNANCE ICONFORMSTH TPI; OWITHAAPPLICABLE PROVOISIONSSOFPNDSPING(NATIINA IDE SING GN = y t W&47162 B C L L 1 0.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AP PIE WNLCTGR.S TO 9:. A�l Q TOT.LD 42.0 P S F S EON - 19348 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS YER = g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :;;[pp�OP'�� D U R.FAC. 1 2 5 FROM K E N Alpinf I�"II 111CCiCd IVIOduCtS,IRri. RESPONSIB ILIfY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE �F TKiS G I-I31nes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PiR ) Mar 't$YA60 ENV SPACING SEE ABOVE FL certificate otAuthorization#567 ANS17TPT I-I99s SECTION 2. ,,,,,,,,,,,. (B0261-PLAN #1775 - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 19-7-4 R=42 U=180 8 F_ T+ 2-4-7 2-4-7 17-7-0 R=34 U=180 W2X4(A1) L --1-6-0 ��E 3-0-12� �3-0-0 Over 3 SupporLs__� R=268 U=211 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 - E - Scale ""WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AF-0—� BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYTPI (TRUSS PLATE — TC LL 20.0 P S F R E F R151--76378 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACAD iS Ud'w TC DL 7.0 P S F DATE 03/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �T,A.,-••"••.W.,r�� "*IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINL ENQ,NEEREDQSIFT B C D L 5.0 PSF D R W HCUSRI 51 02088029 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, SHIPPING, INSTILLIN; ALPINE a •Vw BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DF IGN S • l =_OF B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j p fQ T 0 T.L D. 4 2.0 P S F S E 0 N - 19276 CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 7? 'p,� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER z�j�•` P •�/ DRAWINGS 160 A-.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEM% gVV4P Al. R...... ''� O U R.FAC. 1.25 F ROM K E N Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 n_ G` Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, MR M df R€�cEN SPACING 2 4•0" FL Certificate OfAut11or1Zafion#567 ANSI/TPI 1-1995 SECTION 2. �•10 (B0261-PLAN #1775 - 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 8 T18-3-4 1 0- 1-0-7 A—f17-7-0 W2X4(A1) L__-1-6-0__J�1-0-12:�j 1-0 0 Over 3 Supports R=291 U==367 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.5'' Ft. *`WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST?.LLING ANU BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Pi:',TE TC L L 20.0 P S F R E F R151--76379 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES FRIOR TO NOW— ."dor T C D L 7.0 P S F DATE 0 3/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ITTACH(D STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J �♦ •,./l/� B C D L 5.0 P S F D R W HCUSR151 02088030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE ;0 Fj \�6� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INS.!,!.LING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIumi L DESIGN +4 i i B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. M PI NF T 0 T.L D. 42.0 P S F S E A N - 19278 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C NNEf;URS TO a� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }(fV t Q P 6 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER1f7; =��^,��•R10P'��� D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 0 THIO s V f Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TO RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r Amy ENG\ SPACING 2 4,0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ) (80261-PLAN #1775 - 5' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=107 U=180 8 (— T 1 3-8-7 3-8-7 17-7-0 R=69 U=180 W2X4(Al) L;z1-6-0 -1E 5-0-12 _I �5-0-0 Over 3 Supports R=336 U=206 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. *BRA'RING. REFER TO HIBUSSES REQUIRE91 (HANDLI NG CARE INSTALLING AND AND BRAOC ISN G)H ANDPUBILISHED BYPTPI �N(ITRAL SSL NPL AAND TC LL 20.0 PSF REF R151--76380 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICE° PRIOR ?0r�yr T C D L 7.Q P S F DATE 03/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ;,TTA;.NED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE I'.N6INEE ryFiI •QQt�F BC DL 5.0 PSF DRW HCUSR151 02088031 PRODUCTS, INC. SMALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE iO (L[� �j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t j 4 �� BC L L 10.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIO4AL DESIGN SI = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, EXCEPT AS NOTED. APPLY COINLCTJAS TO 2',fl i� TOT.L D. 42.0 P S F S E Q N - 19274 EACH FACE OF TRUSS, AND UNLESS OTHERWI SF LOCATED ON THIS OE SI GN, POS[T1ON CONNECT;)RS °tft ifs ((� DRAWINGS 160 A Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG,' ERl!'G E p:��I Alpme Engm�r1 Products IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CE SIGN SHOWN. THE SUITABILITY AND B;E O;' `HIS t iS' GR`0'• D U R.FAC. 1.25 F ROM K E N FleuteS Clt),FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER. pER M d61 Z- SPACING 2 4.0" FL Ce[tificate ofAutholimtion#567 ANSI/TPI 1 1995 SECTION 2. ,y,v�� » ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE . (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE — (1) 2X6 "L" BRACE " (2) 2X6 "L" BRACE •• GABLE VERTICAL :BRACES O SPACING SPECIES GRADE GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B �v 1 2 7" 6' 3" 6' 5" 7' 4" 7' 7 8' 9" 9' 0" 11' 7" 11' I1" 13' 9" 14' BRACING GROUP SPECIES AND GRADESS P F #3 6" 5' 5" 5' 5 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: H F STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEM-FIR W ® STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11'" t 2 STANDARD 1 12 STUD F—� 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14 0" 1 #3 STUD 1 1 #3 ISTANDARD S P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 7 #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR—LARCH SOUTHERN PINE di c\2 DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" [ALA sTANDARD S P F 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1'" 13' 3" 13' 3" 14' 0" 14' 0" HF GROUP B: w ® STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11" e" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEN—FIR 1 & BTR L S P #2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0' 1 W #3 4' 3" 6' 9" 6' 9" 8' 5" e' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR—LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" a 2 S P F 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" HF ® STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" SP #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (u #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' e" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER `-•A DFL STUD 4' 8" 7' 9" 7' 9' 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMABOUTI'G OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSSATTACH EACH "L" BRACE WITH IOd NAILS. T 2X4 #2N OR BETTER 'R FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: 1 T + IN IB" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" * 'R*FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L + + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE ** MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD r OR #3, SPF #1/#2, H-F #2 18" * VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + LESS THAN A 0" 1X4 OR 2X3 IN TABLE ABOVE. BRACE; SINGLE ORLL, 1 GREATER THAN 4' 0", BUT 2X4 DOUBLE CUT (AS SHOWN) LESS THAN 11' ' GREATER THAN I1' 6" 2.5X4 AT UPPER END. CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 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. 53/1`) FDR �+..�„ DATE 09/10/01 SAFETY PRACTICES PRIBR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12015EC0901 ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE f IFIC,q FROM THIS ALPINE DESIGNEANENGINEREV FAILLUREPRODSTONC.BUILD THESHALLNTRUSSES IN CONFORMANCE WITH TPITT BE RESPONSIBLE FOR ANY DEVIAION OR FABRICATING, 4 —ENG 7 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH I = ♦ �. �.I71 •_ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE Z ". • AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA =moi # ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF (,Tft STATE OF AX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODU�S INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PLR , POMPANO BEACH,FLORIDADRAWIN ENGINEERING ORE SPONSI BIL TA-Z. THEAY SOLELYSFDRA THE GTRUSS COMPONENTPTANCE DESIGNO SHD INDICATEF N. SSIUTHE^IAL � �s"•��R,Q" `� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Kar P9 EU ENG MAX. SPACING 24.0 RESPONSIBILITY ❑F THE .THIS DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ w 2x6 'r" GABLE DETAIL GABLE VERTICAL PLATE SIZES REINFORCING 2X4 "T" MEMBER SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS * MEMBER BETWEEN CHORDS SIZE OVERLAP LESS THAN 4' 0" JlX4 OR 2X3 2X8 GREATER THAN 4' 0 BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 +0 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T"' REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) GABLE + EXAMPLE. 2X4 APPROPRIATEC ALP NEU GABLE BDETAILD FOR ASCEEOR VERTICAL 2X4 2X8 SBCCI WIND LOAD. LENGTH TRP. 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 % 50 % 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 7 10 7 15 FT 2x6 30 % 50 7 100 MPH 2x4 10 7 10 7 30 FT 2x6 40 % 40 7 90 MPH 2x4 20 % 10 % + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 7. 40 7. RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7. 20 7. AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % 'T" GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 7. REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 7. 20 7. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 7. 20 7. OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7. I 20 7. GABLE TOENAILS 30 FT 2x6 1 10 7 30 7. TRUSS SPACED AT A11015EN0699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 4" O.C. A11030EN0699, A10030ENO699, A0903OENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A1203OEC0901, A11030ECO901, A1003OECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 511015EN0699, S10015ENO699, 509015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S0903OENO699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 Sc 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 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SH);LL V4�' �•� HAVE A PROPERLY ATTACHED RIGID CEILING. 3 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE i ';`�"�IF��i,4 DRWG GBLLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i �j ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, • l * —ENG DLI/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2:;GA x e St OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF .f yiA� AX TOT. LD. 60 PSF ALPINE OMPANENGINEERED ACH,FLORIDA'UCTS INC. TRUSS DRAWINGSD160NAEZS THE SEALS ON THISD ON DRAWINGS DESIGN, POSITION CO INDICATES ACCEPTANCE (IFPROFESSTORS IONAtt ��LpR10P'�� POMPANO BEACH,FLRIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �1. 'j(;`��p} OUR. FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE - M3r• 2 q�(TfE�ENS' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI i-1995 SECTION 2. "'�•••.+••'• MAX SPACING 24.0 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 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 SPACINGSPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F 03 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: H F STUD 3' 4" 4' 10" 4' 10" 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 1�O" SPRUCE-PINE-FIR HEM—FIR W ® STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11 2 STANDARD z sruD r-� 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 13 STUD 3 ISTANDARDI S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" e' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 3 STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" w 11" STANDARD STANDARD U 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" SPF_ #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12 3" 14' 0" 14' 0" W 0 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" GROUP B: 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & FIR 1 & BTR S P 02 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 W #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' D" 12' 6" 12' 7" 14' 0" 14' 0" T� DFLI STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR—LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" z1 #2 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' LT F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 4' 8" 7' S" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" SP #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (\2 #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" e' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI(E OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS I + ATTACH EACH "L" BRACE WITH 10d NAILS. 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. T IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: I T + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. I BRACE IS USED. CONNECT L + + "L" BRACING MUST BE A MINIMUM OF BO% OF WEB DIAGONAL BRACE FOR 870}' 4 BRACE I MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. I GABLE VERTICAL PLATE SIZES 2X4 BETTER DIAGONALAL OR DAGOF-L --�I VERTICAL LENGTH NO SPLICE OR BETT LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * + + GREATER THAN 4' 0", BUT IN TABLE ABOVE. DOUBLE CUT L 1 + LESS THAN 11' 6" 2X4 (AS SHOWN) AT 101 g11 UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAN GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10030E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98—GAB12030 INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLIS;IED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 09/10/01 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O ,,.,aTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v.••""•• DRwG A12030EC0901 ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE i� 148' 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 I'ABRICAiING, + —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH S A t N&471 _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA i37 NATE OF F X. TOT. LD. 60 IU SI'' ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE OMPANENGINEERED-t FLORIDA'CTSINC. TRUSS DRAWINGSD160 UNLESS DE SEALS ON LOCATED DRAWINGS DESIGN,INDICATES PACCITION EPTANCEEN OFTORS PER PROF ESSION,V_ �y0RVA' POMPANO BEACH,FLOENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '1y•;.s1.__T�(` "" RE STA--LIBILITNDOFSTHDEI BUIL➢IN6 MDEOSIG ER,DPERNANSI RTP'ULA995USEDTIONI 2.THE MuP 291+ ED EN MAX. SPACING 24.0" TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 t I ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 fit +++ 6-0-0 6-0-0 TYP. TYP. TYP. *** t * t 4 4 F + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 IN TALLING AND BRACING' REFER TO HIB-91R HANDLINGIINSTALLINGNAND BRACING), PUBLISHED TC LL MAX 3REQUIRE EXTREME CAE IN FABRCATING, HADLING, SHIPPING, 0 PSF REF TC-FILLER 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, �.rM•�w T DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SH-=LL HAVE A PROPERLY ATTACHED RIGID CEILING. v "•••. C DL MAX 10 PSF DRWG TCFILLER0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE S'F' ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IFI ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC,,TING, LL 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHN&471 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE * It . LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD'c DF 20GA =� ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF ,Q ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEr, AlOMPANO BEACH,FLORIOq DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �sC+'i�; pp10P� R. FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEuj ')' RFD ENG\ SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. w„ BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 1 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5" 9 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 --WANING.. TRUSSES RIN TALUIRE LING AND BRACING EO REFER TDEME HIB 91 HANDLINGCARE INIINSTALLINGNAND BRACING), PUBLISHED a TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FUR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, "ww T DL — PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � � C DL 10.0 PSF DRWG BCFILLER0699 ■-IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ✓tIF+ ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS � 4 ALPINE HAST INGNSHIPPIURENG ITOTBUILD THE TRUSSES IN CONFORMANCE TONFOR ANCES. DWITH TPI; CONOORMS FABRICATING, ��CCC �• LL — PSF —ENG DLJ/KAR TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ l '� T. LD. — PSF 7AMERICAN 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 Uh STATE 0P Q ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED /ON THIS DESIGN, POSITION CONNECTORS PER S POMPANO BEACH.FLORIDA ENGINEERING ORESPON IBIL TSEAL Y SOLELYTHISFORATHE GTRUSICATE S CO PONENTP TANCE DE IGNO SHOWN.E SPROFTHCINALrip.�P,G\ R.FAC.1.0/1.15/1.25/1.33 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ED•E SPACING 24.0' RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1, MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #1 NAILS 0,131" DIA. x 3.0" OR LARGER, (LE, 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL. 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 1 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. ------------ T- FILLER - -------- -- + 4' 0" OC MA1LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 I OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962.767 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC FILLER REP. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO W, SUITE 200, MADISON, WI, 537197 t OR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL -- HAVE A PROPERLY ATTACHED RIGID CEILING, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE -6RW6 REPBCFIL0699 ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE LPI\NE 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 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TK N&a AMER,CAN FOREST AND PAPER ASSOCIATION>AND TPI. ALPINE CONNECTORS ARE MADE Of 2Q:GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFjS STATE OF TQUS S_AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AND, A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -"PONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE THIS COMPONENT FUR ANY PARTICULAR BUILDING IS THE , DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: NOTE: TOP CHORDS OF TRUSSES SUNS-._ 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30,00 n MEAN HGT, SBC, CAP TRUSSES MUST BE ADEQUATLY BRACED bi - LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF OR PURLINS, PROVIDE DIAGONAL BRACING OR OTHEhSUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. CAT 1, EYP C, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"-x3") NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0,148'13") NAILS AND 4', 12' 4' ATTACHED WITH 1 2X4 0d C#3OMMONE GRADNAILS ASCABT 4" O-C� i(I SIDE ONLY) 2 2 FLAT TC BRACING PER ENGINEER'S SEALED DESIGN 7 CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END ANDPOINTS. DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1.375" NAILS PER FACE. SEE DRAWING 16on FOR TRULOX INFORMATION FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED, SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS WITH (4) 0.120" X 0,375" NAILS MINIMUM EACH FACE. 4 A�(4) 8d COMMON NAILS (0,131"X2.5") FLAT Tc BRACIG 8" X 8- X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH (6) 8d COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 **WARNING*w TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL PSF REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL PSF DATE 04/04/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Ao.% HAVE A PROPERLY ATTACHED RIGID CEILING. Al .......... **IMPORTANT*o FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 111F C DL PSF DRWG PIGBACKA0401 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E==VALPINE DESIGNt ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, ft 0 C LL PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE Of W:iA C'rA' T. LD. MAX 60 PSF ITAIE OF AST A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE UV % M �/ ---- �ND' UNLESS OTHERWISE: LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL '-Tj ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE UR, FAC 1.15 rOMPONlENT FOR ANY PARTICULAR BUILDING IS THE '16NER, PER ANSI/TPI 1-1995 SECTION 2, SPACING 24.0., TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL HOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. 1F PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART A E E A E E WEB LENGTH REQUIRED BRACING A Em E E IA E E 0' TO 7'9" NO BRACING Li 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB EITHER PLATE MEMBER. ATTACH WITH 16d NAILS AT 4" OC. OPTIONAL �/�C LOCATION IS SPLICE $ � $ `�"� ACCEPTABLE B D—SPLICE IlLC * PIGGYBACK SPECIAL PLATE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2' C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH Ll TYP, B (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND $ SPACE 4' OC OR LESS. = k�--� i C B 0 0 0 o a $ —TYP C O o 0 0 0 0 2„ A C o 0 0 0 0 12 * C 00 o 0 0 0 0 MAX * * IN * * * * * r� 8 1/4„ /� it *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 —WARNING. TRUSSES IN FABRICATING HANDLING, SHIPPIN INSTALLING AND BRACING. RIEFER RE TUEME HIB 91R(HANDLING INSTALLING AND BRACING), PUBLISHED MAX LOADING REF PIGGYBACK 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. ~fir 55 PSF AT DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ••••., 1.33 DUR. FAC. DRWG PIGBACKBO699 *xIMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE • �4F1 q 7 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N �••• ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ? 50 PSF AT —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH. _ 1.2 5 DUR. FAC. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MAASTM DE GF TRUSSA653 AND,UNLESS OTHERWISEEXCEPT LOCATEDSONOTHS DESIGN, POSITION APPLY CONNECTORS CONNECTORSFPER ❑F •: q OF _ �1"i PSF AT ALPoNPOENGINEEREDTOEAHRO�DTA INC. DRAWINGS 160 A-Z. THE SEAL ON TH1S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL `�/ : �(1R�a1.15 DUR. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 'CR U•�NG\ SPACING 24.0 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE S RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. if�� Par 'w�