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Permits 1473 Marshview Ct r JOB ADDRF.M/41`7-5 r' TYPE WORK AJ PROPERTY OWNERg 4t ec' M EPHON.E 9 CONTRACTOR �C?- z�..� TEL,F PHONES V eo 3`77 PERMIT NUAMU 41 O 5-!j IMTH $ 2- LVSPECHONS. FOOnNG u 0 Z' SLAB 07�' TIE BEAM LLYM NAILING/SHF.ATgING FRASMv"OVER up O-Z,- INSUTATIONf0 a FINAL Bl1H DING 9 CERTIFICATE OF OCCUP .LEC7IC4L PERM U .INSPECTIONS ROUGE ` U•.� FINAL D2>1 MECHANICAL PE.111 �� q F"rW(a cc- INSPECTIONS c-INSPECTIONS ROUGE' 0 ?.-- PLUAMWGPEBMlT# `�L INSPECTIONS ROUGE/DNDER rl ( oZ TOPODT 01 CU WATERISEWER FINAL i� 6 2633 Jun. 03 2004 09:46AM P5FAX NO. :904 39 FROM :CLRR50N & ASSOCIATES _ - IMPORTANT: In there spaces,copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDREW (InaudMg Apt.,Unit.Suite,andla aklg_No.)OR P.O.ROUTE AND BOX NO. Policy Number 1473 Marsh view Court STATE ZIP CODE Company N Number C Atlantic Beach Florida 32233 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. COMMENTS Reference Bench Mark is X-cut on northeast top flange bolt on fire hydrant at intersection of Jasmine Street & Levy Elevation 12.93 (NGV Datum) Item C3-e-top of concrete slab for air conditiOne t_i Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1.through E4. If the Elevation Certincate is Intended for use as supporting information for a LOMA or LOMR-F.Section C must be completed. E1.Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed- see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is (__i_I ft.(m)1-1_1in.(cm) 1_1 above or 1_1 below (check one)the hlghest adjacent grade. (Use natural grade.if available.) E3.For Building Diagrams"with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1-1_.1 ft.(m)I_j-..,lin.(cm)above the highest adjacent grade_ Complete Items C3.h and C3.i on front of form. E4.For Zone AO only if no flood depth number is avallable,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance?l_)Yes 1_1 No L-1 Unknown. The local official must certify this Information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B.C(items C3.h and C3.i only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A,B.C,and E are correct to the best of my knowledge- PROPERTY nowled e_P OPE OWNER'S OR OWNER' AUTHORIZED REPRESENTATIVE:S NAME AOOAEVS CITY STATE ZIP CODE SIGMA U E DATE TELEPHONE COMMENTS (^( Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL.) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below, 01_irl The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized try state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.L)A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued SFE)or Zoite AO. G3.1_1 The following information(Items G4-G9)is provided for community floodplain management purposes. .PERMIT WkMER G5. DATEI tWED iATr=CF-RTWICATE OF COM IANC CUPANCY SS1JE G7.This permit has been issued for: 1..._I Now Construction 1-_.1 Substantia Improvement GO.Elevation of as-built lowest floor(including basement)of the building is: _ _ M(m)Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: fl.(m)Datum: CaM O IC ' L COMMUNRY NAME TELEPHONE SIGNATURE OATE UOMMENTS 1_1 Check here if attachments FROM :CLRRSON $ RSSOCIRTES FRX NO. :904 396 2633 Jun. 03 2004 09:45RM P4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 30137-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31. 2002 ELEVATION CERTIFCATE Imoortant: Read the instructions on Pages 1 - I. SECTION A-PROPERTY OWNER INFORMATION For insurance Company Use: allILDING OWN WS NAME Pctioy Numoer Timothy A. Starr BUILDING STREET ADDRESS(Intluding Apt,.UmL Suite.arw/ar&g,No.)OR P.O.ROLFM AND BOX NO. Comp"NAIC Numoer 1473 h w ctTY Atlantic Beach Florida 32 � p P I O (L=and EUoak Ntrnnms, az PW=w NUMOW.Leger Desrnpeon,erg) Lot 18, Hidden Paradise BUILDING (e g., tisL Non4eskWmal.Addleon,Aci;:* cry,etc. Use a melts area if necessary.) _ residential _ LATTTUDEJLONGITUDE(OPTIONAL) HORIZONTAL DATUM' U 5 y ( SW-4W-##.W or WWWWn Lj NAD 1977 LJ NAD 1983 LJ LI GS Quad Map Li Other. SECTION 8-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION a1,NRP COMMUNITY NAME&COMMUNITY NUMBER 82.COUNTY NAME B3,STA Atlantic Beach 1 007 FAMAP-ANDPANEL I &&SLIFRX1 PANEL FLOOD 139. 0 A N(S NUMBER DATE EFFECT1vGJRi_VISEO DATE ZONE(S) (Zone A0,u$e depth of flooding) 120075-0001 D 4/17189 4/17/89 ' B 10.Indicate the source of the Base Flood Elevation(8FE)data or base flood depth entered in Bs. 1_1 FIS pronle LX1 FIRM J_J Community Determined 1_1 Other(Describe): 811.Indicate the elevation datum used for the 8FE in 89:1_X1 NGVO 1929 1_j NAVO 1988 J,j Other(Describe): ^� 812.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 1_l Yes I_Kl No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Building elevations are based on: )—(Construction Drawings' 1_18ui1ding Under Construction- j&Finistled Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.E!evationss—Zones At-A30,AE AH,A(with SFE),VE,V1-V30,V(with 8FE),AR.ARIA,ARAE.AR/A1-A30,AR/AH,ARIAO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the 8FE.in Section S.convert the datum to that used for the 8FE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G.as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used (S2C=V ents) Does the elevation reference mark used appear on the FIRM? J_{Yes X(No 0 a)Top of bottom floor(Including basement or enclosure) 8._a—ft(m) 1i -7�t f�-7 f v'1� 0 b)Top of read higher floor +1 R. fL(m) H 0 c)Bottom of lowest horizontal structural member(V zones only) n,T ft.(m) 0 d)Attached garage(top of slab) 8•3 ft(m) E 0 e)Lowest elevation of machinery and/or equipment W ; ., servicing the building(Describe in a Comments area.) 7_.ft(m) E 1 O f)Lowest adjacent(finished)grade(LAG) 7.�fL(m) z s 0 g)Highest adjacent(finished)grade(HAG) 8.0 ft(m) 2 0 h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade 0 i)Total area of all permanent openings(flood vents)in C3.h sq.in.(sq.cm) SECTION 0-SURVEYOR ENGINEEP,OR ARCHITECT M I FICATION This certification is to be signed and seated by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C an this certificate represents my best erfbrfs to interpret the data available. I understand that!a false statement may be poni3habie by Erne or/nr sonment under 18 u,S.Code.Section 1001, LtC NUM 4487 487 Jose A. Hill. Jr rITLE Professional Surveyor & Manner COMPAN7 NAME Clarson & Assaci PCOOETnr-_ DRE 1643 Naldo Avenue Jacksonville ST FL 32207 SIG. ArEOctober 22, 200 9 14 ) 396-2623 acuA,n Ai-1i nn 06zvr=acF¢!nr-;;C)i r.r)NTINIIra'InN Q11:71 Ar'r=.¢Al 1 oqP%1Jrl1 IR;:n1T1r1NC 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'L Number - - - Property Address . . . 1473 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . BESTCON INC Application number 02-30024054 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Offici 1 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 Parcel Number - - - Property Address . . . 1473 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . BESTCON INC Application number 02-30024054 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Offici 1 VOID UNLESS SIGNED BY BUILDING OFFICIAL NOTICE TO: Water Department FROM: Building Department DATE: ---PJJ Lfl ---------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number c�2�1o5� q73 WArSkV) C4-J 4 ------------- --------------------------- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, Building Department BUILDING, PLA NNING,4ND ZONING INSPECTION DEPAR THENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Oc'SfiLc> 1 Building Permit Number: Address : � L` � 3 ►`Ylritr��,'i 'UJ C — Lecal Descriction: Improvements to the above described property have been completed it accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Public Works '213102- y 0 'Z3 02- 2lanr,Ing Building �(�' Z�? -a Z �d• Z.CI -L7— FLOQQPLAIN DE VELOPMFNT rNFORA/LP'T'ION Location:: Type of Development: A215 2 Flood Zone: �( Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMIYENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop evelopment. )� Date if ?� D�' Applicant's Signatur Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department ----------------------------------- Building Department Representative 00.29. 2002 11 :46AM BESTCON, Inc. No.s 04 a 1112 FROM 7CLARSON & pSSOCIOTES FOX NO, :904 396 2633 Oct. 25 2062 12:4rPM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 18 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54. PAGES 97 THROUGH 97U OF THE C:URRFNT PUBLIC RECORDS OF DVVAL COUNTY, rLORIDA- F R, BESTCE?.. j - 9EAR"G REl INCE: BEARING SHOWN ON RIGHT-OF-WAV UNE HEREON IS THE SAME AS SM WN ON TME ABOVE MENTIONED PUT. vnttoNS IOWN THUS. e.E RfTM TO NATION lt.00lTIC TICAL DATUM. TIFIED TO: TIMOTHY A. & BRIDOETT STARR SE13RING CAPITAL .PARTNERS F LIMITED PARTNERSHIP OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLUX, ATTORNEY AT A LAW, P.A. w4- I)40S4 I I I I. O T 11 1 1 L O T 1 2 ( L 01 T 1 3 � � ~.1a hRIVATE DRAINAGE `•_-5055.40' In\ f Flu`EMFNT LOT 18 19 S I I 1 Lijd i �werc pnr°,. I i a to ; : r rti� o 0 y(�,I _„ io I rQDo1 `' { O �N Z4`1I 3.°' /) Q 1 ( U ° 2 STORY FRAME DWELLING 01473 1 ( 18r £A (W t FIN R EC A.7K) $( 4 .• 1 t b GARAGE nN FL .28) ( � p U4 r o¢ RwZ w a z�l Q iiw l� t I tv� I tr a° j. 10" DRAINACE do Y Y •� i ••� E --'1"5'JEA EASEMEWT } UTl1YY S:mm.ENT .L t t ^~�'N I�,01,1,1'�^'- `-_ "^I. �.._'• t -Be�1KR-�--.},� CLEANOUT R'M•g}. .Q"�•g,N,•• .� --------- ---- 7.5' JEA FAJ"FNT mill i:a4.1S' n NO1'11'11"W 55.00' MARSH VIEW COURT (50' R/W) 0 v FINAL LSSUQRVEY: 10-22 2002 �"" NOTE: FOUND ALL IRONS µRH1►uVPm E( N1Oa 5'1�NDARO5 F�tTHAT SWJD SUttVEYCX2S ACCO DANCE W1PFR;ORMED UNDER MY h�CHAPTERNSIBLE R®,Cii JN 6FLORIDAETS E ��Na„vNo T ADMINISTRATIVE COPE(I'UhOUANT TO 3EOT10N 47Z•OZ7, F'LORIUA NIAIUILS),,AND rURTHEk C[Ri1FY THAT i 1�FOVM1 KION L9 1704 THERE ARE NO VISISLE ENCROACHMENTS UPON THE 9U6JECT PROPERTY EXCEPT AS SHOWN. ° I ET pwN-L9 17a4 TCS ��.l..�Ayi�..y,� �+ RAR.t.CENTRINLiL QJ LRIE IVo7E_ T lOT SURVtYEO NERE(JN APPEARS o UE MDIHIN FLOOD ( $( AND 1�70VMA�.7, INC. L ARRC II.ENGTR ZONfs "AE” AS SCi,rn FAW TN6 M=NSMANCE RAID 1943 NALDD AVE.,JACASSON'ALLE, R., 12207 G11 C31ww MAPS COMMUNITY PANEL NR 12007$-0001D•DA"A-17-8R. P,O, W14NT L rJJRVATU(d RT. PANT OF rANf#]i0Y P.R.c.PONT OF RE1fR9E OJRVE P-0-FOFrr ar CPNFow+a ruRrt SURVEYED JULY 22 , 200;e. !/� FD. FOtft REM RIpiT-OF-I I" O.R.Y.DFFIpA4 CRtEGCCRDS;VOLIRdE SCALE: T 20' 0 pl { RECJS IERs�. vOR N0,4487,r1 ns10A RCP 0 FIrLD COOK 677 PAGE 3 JOSE A. HILL, .1R. ■Iota TO PAM -Received Time Uct•25• 2;02PMmwy NOT 14AUD vnTNrA+T EMSOss[0 suRww"sm 2-A ( o -2-- Ali, qY OF urtic �eacl - ��Cvrida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(OM 52-5805 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 L4 ��sh V, - Please call me at 904-247-5826 if you have any questions. Sincerely M4A ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT "I" N Lt4iTiiMOM Permit Number: 24690 Address: 1473 MARSH VIEW COURT Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):18 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: 168,818.40 Parcel Number: Improv. Cost: .-MWIWORMATON Date Issued: 8/22/2002 Name: BESTCON Total Fees: 51.00 2440 SOUTH BEACH PARKWAY Amount Paid: 51.00SONVILLE BEACH, FL 32250 Date Paid: 8/22/2002 Pill 747 Work Desc: INSTALL HV FEES ,> z CHAPPELL HEATING & OND 51.00 4 1< x .aL fr F m NOTICE ECTION f BE REQUESTED AT LEAST 24 HOURS IOR TO IN ECTION BUILDING MATERIAL, ISH ANDa> �,.,, Iw THLS WORK MUST E PLACED UBLIC SPACE,AND MUST BE CLEARED UP A ULED EITHER CONTRAC NER "FAILURE TO COMPLY WI E SIS T3 1 SULT IN THE PROPERTY OWNER PAYING ( S" ISSUED ACCORDING TO APPROVED PLANS WH " THIS PERMIT AND SUBJECT TO REVOCATION IC '' FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: CHERYLE Check: 1609 Date: 8/23102 01 Recpt no: 83913 CK) CHECKS $102.00 �._ Anount tendered $102.00 FOR DEPOSIT ONLY ATLAN IC BEACH BU LDING DEPT.--- - BANK OF AMERICA, N.A. DEPOSITORY ACCOUNT 2101205719 Lo7` /9 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: I LOCATION OF Intersecting Streets:Between And BUILDING Sub-division j 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 4u l Contractors Contractor Print //�t � / Master Name of Property Owner jjAJ Signature of Owner /j Signature of Or Authorized Agent (, Architect or Engineer III. GENERAL INFORMATI A. Tf heating fuel: B. W Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUM13Ee TRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BEURE Of WORK INSTALLED r sidential or Commercial New Building — ovide complete list of components on of this form) LJExisting Building I Heat _Space _Recessed ✓Central _Floor ❑ -Replacement of existing system ❑ fir Conditioning: Room Central New Installation(No system previously installed) Duct System: Material T 'ckness ❑ Extension or add-on to existing system Maximum capacity 00 cfm E3Other- Specify El Refrigeration ❑ Cooling tower: Capacity Qpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manli8_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks El LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency 6 N e4 c... HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving f BTU Agency Jai. TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency OF ATLANTIC BEACH 800 SEMINOLE ROAD J sl i ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t C ion Number . . . . . 02-30024054 Date 10/15/02 y Address 1473 MARSH VIEW CT catir-�e. -� SINGLE FAMILY RESIDENCE per+ ` r, r ^�+ NC 'H BEACH PKWY - :LLE BEACH, FL 32250 ------------------------- heck Fee . 00 .ion 0 Citof Atlantic g . lT lER RECEIPT off :edited Due %te181 02ype: OC Drawer.: 1 -------- ---------- R�iPt no: 3668 . 0 0 . 00 ?Pti°n . 00 . 0 0 ,6p *24054 Qty A#ount LDI al TS 1 . 00 . 00 DP B0I1tG '50.66 ILD T �1tMITS 1 556.88 detail SIG �`8t1C., IN+e~. 5-ST-JOHN*Swrr Flo JAr- WFMLL=1FI_ 32246 Dater I ( � RECEIVED Mr. Don Ford nf,T 1 8 2002 City of Atlantic Beach Inspection Department 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, VED CITY.OF ATLANTIC IC BEACH ""77 BUILDING OFFICE Gary Perkins2002 Dynamic Electric, Inc. Re: Residence: Address: Permit #: L 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= 24054 Address: . 1473 MARSH VIEW COURT . Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 . Class of Work: NEW Township: . Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):18 Block. Section: Square.Feet: Subdivision: HIDDEN PARADISE Est..Value: 168,81.8.40 Parcel-Number: Improv. Cost: '168,818.40 _ OWNER INFORMATION Date Issued: 5/09/2002 Name. 13ESTCON Total Fees: 3,261 35 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: .3,261.35 JACKSONVILLE BEACH, FL 32250 Date Paid: 5/09/2002. Plhone: 904 246-3747 Work Desc:' NEW SINGLE FAMILY HOME RADON 1630 SURCHARGE 2440 CONTRACTORS APPLICATION FEES BESTCON, INC. IT_ 1,01 00 FEE 530.00 . 1,250.00 -85.00. 7.74 0.41 325.00 35.00 10.98 1.22 _< NOTIC ION BUILDING MATER SPACE,AND MUST BE CLEARE' "FAILURE-TO CO _ ~THE PROPERTY OWNS ISSUED ACCORDING TO A R• BJECT TO REVOCATION FOR VIOLATION OF APPLICA Oper: DS1lITHType: OC-. Drawer: 1 Date: 5/1010 61 : Receipt.no: 56498 14 _ PER)iITS-aliILpING 1 $798.00 ATLANTIC BEACH BU LDIN Z EPT. 619 MD12 em! 661Q6663271666 Ct CAEaS 1738-_ $6139.68 �VAIA§ 44ke; 5116/02 Tiae: 17:18:49 i • i - • r • . • 1 111 • '/ � � . • 6 ' 0 MM - '"�... Mmc 's�` rr�.. �""" xa '^*amu 5 `� +° �'`�"�`vi,�3,�`'•!"r ' � "i.ti'Y ,E��.3��t�`£'-�'.�"`�'y-''a' trA' �+Il n6� +. .r0.. aw""r'"�,_ .£ .• �,t, r a �,.� � h;'f„ .:� W •.7F�X',�.,"�" �.. w,; y. '� - M '�,�,•> t^ry y 2�r-'�^., a-Ts'"„"'"-fer ^moi.r* >I :+'�l Y -�.�,� yes-zap � ,��z.��',.b v.. f.+s3 ��,�_- ��.�e cam:.�}`�F-'�,� �r✓3,�3•—¢� Y �fc 3 �.• fir.. �t`�K_" ! Y� "'Fh�KSt a"�'+"'��'^^rah��s a w-}��id'•"., 1 �-:,�, �+ 0 •.� "r r" y r r� • y } - r�'4a.."'- ✓� y xi-�e�.. n,t,l-y�:. � _3,t.�•..S��<, '' ": � �c 4z, . 3 � K • ! � ' -� :`` .:�-�F.tw�ib�•'�.a��.is'+a5>:v.�"�`r'Sf��.s".`�3�,�+e��at:i<€��t � � - �._ Sol A 37 'amu CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach,FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT I. CA 1111 Permit Number: 24675 Address: 1473 MARSH VIEW COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lots):18 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est.Value: 168,818.40 Parcel Number: Improv. Cost: 1TiON` Date Issued: 8/20/2002 Name: BESTCON Total Fees: 50.00 : 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 SONVILLE BEACH, FL 32250 Date Paid: 8119/2002 P 3747 Work Desc: NEW 200AMP 40 RV C S DYNAMIC ELECTRIC CO 50.00 , AF i� NOTICE- IN CTIONSS .. E REQUESTED AT LEAST 24 HOUR21FRIOR TO SPECTION BUILDING MATERIAL, 61SH ANIS' FRAM THIS WORK;MUST N PLA►CEt)! UBLIC SPACE,AND MUST BE CLEARED UP ULEDEITIT1=iiER CONTRAC "FAILURE TO COMPLY k HE S ULT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS lM1•"" !S PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. olow: =71 Type: W Draw: 1 OR*: LrAm a Receipt ea: am 14 P9VTS-Mtj)ING 1 f60.01 ATLANTIC BEACH ILDI PT. 01 1473 un VIEW UT Q cim 1012 $116.16 Tram data: #!20/02 Ties: 14:55:22 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 24690 Address: 1473 MARSH VIEW COURT Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):18 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: 168,818.40 Parcel Number: Improv. Cost: Date Issued: 8/22/2002 Name: BESTCON Total Fees: 51.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 51.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/22/2002 Phone: 904)246-3747 Work Desc: INSTALL HVAC CHAPPELL HEATING &AIR CONDITION PERMIT 51.00 16464w6ns Reaufrod NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. �1 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 PIMITIFORiIATIdN .OAT ICOf Ilti1F �lAT10N Permit Number: 24699 Address: 1473 MARSH VIEW COURT Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Lot(s):18 Block: Section: Proposed Use: SINGLE FAMILY Suivision: HIDDEN PARADISE Square Feet: Est. Value: 168,818.40 Parcel Number: Improv. Cost: - Date Issued: 8/23/2002 Name: BESTCON Total Fees: 35.00 2440 SOUTH BEACH PARKWAY Amount Paid: 35.00 KSONVILLE BEACH, FL 32250 Date Paid: 8/23/2002 P 3747 Work Desc: FIREPLACE - - - )N FEES _ FIRST CHOICE SUPPLY F tie eel a , NOTICE- t P_ECTION_S MUST BE REQUESTED AT LEAST 24 HOURS _IOR TO IN ECTION BUILDING MATERIAL, "BIS AND RIS FROM THIS WORK MUST N E PLACED I UBLIC SPACE,AND MUST BE CLEARED Up A ,HAULED . P . EITHER CONTRAC "FAILURE TO COMPLY WI HE N=T101jLLI N SULT IN THE PROPERTY OWNER PAYING S�� ISSUED ACCORDING TO APPROVED PLANS WHIC F THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i 1 i Oper: CHERYLE Type: OC Drawer: 1 Date: 8/23/02 01 Receipt no: 83932 14 PERMITS-BUILDING 1 535.00 ATLANTIC BEACH BU DING PT. 00100003221000 1473 MARSH VIEW COURT CK CHECKS 2470 $35.00 sn?"'.ryT `4""'.3y �s...r+q'6 T:L��, a'�•�C.,�rl BUILDING AND ZONING MSPECTION DIVISION CITY OF ATI ANTIC BEACH • AYyAN1Yc 1Ml:M,sr,gRtb.p+laaa APPLICATION FOR MECHANICAL. PERMIT LAMA muntimet IMPORTANT--Ap;Acbnf io comp{ato all ifams in factions I,II, 111, and IV, UXATI,ON OF IN.rwcPlof st...kt M*. % P w.� P WILDING s.trdwf.M. LOT 11W ;c7OPr� !�2ADiSL'- 1I. IDENTIFICATION--To be complafed by all applicants. M c.ndd..Ow.of p.M:t O+.e* 1« 401.0 0'..e1 er d.*rj;b t i..1M st."rfeMrw.nt r.1N..fry ear-fo w(sr «-1d i ..ccrc.l..c. -414 file OU4104 061...d tp.e:fi..tke..hi h .a. p, A«..1.+d M.eee•d.rK.MtM t►.City of d.dr«n:14 el--*I sad uamhl dr of pcad.pged"NOW Mee.e Of Med.oiedc..f..d«. Gw1rNIM tp.Mt� F"`v t CcNt Mpr.IT Ow... Stf.etiN.L OMITf�fMfYN.� e Ar 0-0« Ar.M+..a M f.pf..N CIL 4WW4AAL I A. 71 jid R" 9. ;OULN 000111raVCTioIr aRIN6 oOlK ort )t jc a 6isar�. rots aulLD104 aR Iw Irs t J� ❑ k.-❑ u 4 Ncteloi ❑ GI`�r•t UtQ)b 1p If" 6iv9 MVMf[n Of't�IViTRYCTWO . ❑ 00 PyJtM4T �"Y�S T ❑ Olflot..�podfy - TY.M/O ICAL f9uo"Wr To M tkf.Am xATURC op WORK )prwil.eolsptsle NR J eo*rpst+..K."twtti of We iwm) �/ Rsudonflai er ❑ Commorolol Q Thor Now auUdmp [a AM GIe1A4wtNt ❑ Rr++ O Gaxltnf Q fletetlno"40N ❑ o.at, fyetwl5 MN.A.L tfr.4,,..,.,�,�,,,,_ O Aw."mool of calAltlg system tJeehel.l.i e.Mehy aJ,el, New inftonaw(No system prsyblxly tn.1r» ❑ E40ne7on or aod.em tc o.tcltnQ syatoM O ❑ ottlor—apodly (] Cody *wet,G►edpy f M p @I.gAMllertt x„eb..eA ` , Q Ho.sl.. Tkif 1►A(#loll 0"44 BSE OKLY i3.tii...0o.per..."-•r•-•=--= -SwMt,«s {Ree!d"'df Ili,'TO+�..+...�-+�..-{.OmM't1 RM•.ee1. D tidal ptapetv wow peo«7 MPyo.od ►► p sell., p t9tlw 3pee11y - - P-fr;t F,, Lill ALL YQtRlldfuAIT lG (�qrl �►Fe�V Y A= - � C- tltaeDoetyftlL DsaMAfka aM N%U*WW UtRnutostaYO► hi M►MG•PUMA=YOSLEIIS,P3RAiLAGZf 5; MaRbervurks Dsssefptisn 7lsart7furelle► S1TsaudwsOtcRer t �/wtf r A tAxu now 2"" Dktwhai Cppaw Ty"LAO" Sala ofAQ aaG oftoapf Dbbtellae/ kf1a1 dl CIllY OF ATLANTIC BEACH, FLORIDA AP�LICATION FOR ELECTRICAL PERMIT TO THE CHIEF CLECTRICAL INSP6(�POR: DATE: __. 200 j- IW'oltTANT NOTIM rN CONSIDERATION OF PERMIT GIh EN FOR WING THE WORK AS DESCRIBED IN THE FOLL0*240, WE HEXEDY AGREE TO PERFORM SAID WORK IN ACCOREMCE WITH THE ATTA01ED PLANS AND SPECIFICATIONS,WHICH AXX A PART NF:AEOF, AND IN ACCORDANCE WITI;THE nECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH OR.DMANCIS. ELECTRICAL FIRM: ' -- MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: 4y¢i�.yCcT� _ADDRESS: SF/ 73 PS4 G�tRFD_^BUX� BLDG. SIZE BETWEEN: RES.(t- APT.( ) COMMJ( } PUBLIC( ) INDUS.( ) NEW( )OLD( ) REW.( 1 ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) ._...SQ. FT.__ _ SERVICE: NEW t)�j'--_- INCREASE( 1 M_ REPAIR(. .`. COf�'DUCTO MP SIZE AS: COPPER( .UM _,FEES _..rr_ _ SWITCH OR BREAKER AMPS / PH 3 W VOLT RACEWAY EXIST, SERV. SIZE --�' AMPS PH W VOLT RACEWAY FEEDERS NO, SIZE NO. S12E NO. SIZE W_ LIGHTING OUTLETS CONCEALED I OPEN TOTAL � �_ t RECEPTACLES CONCEALED OPEN TOTAL ' t 0,30 11.104 AMPS j ' swITCHES INCANDESCENT FLOURESCENT do M.V. T� FIXED0.100 "'° OVER - ! APPLIANCES»~� BELL TRAN5F. _ ----r KW--PAT AIR H.P. T[NG H-P, RATING � CEIL. CONDITIONING CU. MOTOR, OTHER MOTORS AMPSHEAT 4 0.1 _"_"_`T`"OVER ` MOTORS KPI VOLT GE_ PHS NO. I I H.P. VOLTAGE PHS _ MISCELLANEOUS r ___ UAiDE 600V ER 600V TRANSFORMERS: NO. lKVA ii NO. ! V'A NO.NEON TRANSF. NO I A I MA� MOTOR SIZE SWITC1 I FI,ASHEItS EACH SIGN �y Up&Wd 5/20/2002 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PEP.MIT Bldg. Permit# ��SL JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, C6. AND ADDRESS: P.O. Box 14668 Jacksonville, FL 32210 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 SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PAILS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 • ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET I/ (17-- (' Address 2 f /�=' ) r Date ' Heated Square Footage f @ $ per sq ft = $ Garage/Shed Y $ per sq ft = $ Carport/Porch a 1 ' per sq ft = $ Deck j4LOV $ per sq ft = $ Patio .,is� @ $ per sq ft = $ TOTAL VALUATION : $ S Y F r � $ �� a Total �i , 1st $ /00j Remaining Value $ h" per thousand o portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 33 (J ) Fireplaces @ $15 . 00 $ 1_� BUILDING PERMIT FEE $ / D / WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ -TZ 2- SEWER TAP $ G (/43C) RADON (HRS) . 0050 $ f�- --f-`E T_y f SECTION H PAVING ( ) $ - HYDRAULIC SHARES $ -rn� - CROSS CONNECTION $ T ()-Yq ) SURCHARGE .0050 $ 4 Z 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 : p. l RE!,r yry � Alia ,800 Seminole Road• Atlantic Beach,Florida 32233-$44.5 tip B FAX (904)247-5805* http:llwww/d•atlantic-bcach.II.uss C;�.tY afi A94)24"t Fbooe: ( 0NO PEST APPLICATION Y OR TWO-FAMILY(DUPLEX) CONSTRUCTION GNEW CONSTRUCTION,REMCDEL, ADDITCONS POS S C� LTERATIONS, MO'V'TNU OR DbVCV1�� TION) c DATE I HERJG �n SIGNATt U. I I FRLrne Qi 3� ?BONE: a ; WI'rtf, WHETto BLOCKNUMBER LOTNUM0aXjj2 ZONING DISTRICT 710 WOLA'rE C 0O ;NSTAW LICENSE NIJMBFR ' '? - , LAWS IN ANy► ,d � � / �� ,mss� , ✓U ticl+. r i r.. PAON1+: TNF PR0pLy?})Z YAF r �+ /( r*p -, Gl? STATIF, .UI l� Y„-�A �41r Y �i r`j! .td 't'tZU R EOtliRGt � r POSED USE AND WORK TO 8E DONS. "ICNA' -^ kDr �, SF, ND OR IBUJLLD1NG(S) 11 VALUATION Of PROJPOSED CONSTRUCTION Ts this an addition? y -” ' If yes,what are the dirnevsio,as of the ailed space: �t� «°-* feet by__r a i- feet Will the added urea be heated and cooled? t '' "�' Ncw elccieaI or increase in cervico? '~. A; r� Io New plumbing fixtures? ` ' _ New fireplacc? ''v �� 'ew heating!air conditioning? = * ' Is approval or Homeowner's Association or other private cnti re uired? m+ P tY 4 _. If yes,please submit with this application, 'O PROCEDURE: (In order to expedite issuance of peirnik, please follow all steps and arovide all information as appropriate.) S'tX)l I. verily zoning designation and proper setbacks for the proposed instruction, If you are unsure of this information,please contact the Planning and"Zoning Department at 904-247-5817. 1 order to correctly verify Toning,desigmtion,pleasc havc Property Appraiser's Real Fstato Number available. d' STEP 2. Coxl=t the City of Atlantic Beach Uc pattment of Public Wogs to determine if a pre-construction or post-construction topographical survey is required. (If not requited, written vgfic;ation must be provided with this application.) The Dcpanment of Public Works is located at. 1200 Sandpiper Lanctitlantic Bcach,Fr, 32233 Telephone-(904)247-5834 FROM :CLARSON & ASSOCIATES FAX N0. :904 396 2633 Apr. 30 2002 12:32PM P3 MAP SHOWING PLOT PLAN OF LOT 18 AS SHOWN ON MAP OF HIDDEN PARADISE AS REWRDED IN FLAT 800K 54, FACFS 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-"OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, I I L O T 1 1 `6, L 0 T 1 2 IL 0 T 1 3 S01 '11 '11 "E i 55. 00' 1 7.5' 7.9' 1 5' S' . 18'" LAUREL OAK ' ,ry 9" LAUREL OAK* O< \ E�I PATIO 7'OA® I I h n-11 _ _20' 6RL I( ® 1 10 13 3' ( 0 1 I® 0�d i �APAt (N U I2 — O 12.0' (v I `I N N' X 10 m 13.� 0 1 t� 1 1 a 2.0' I a 2-0' 1 PROPOSED DWELLING J ►— j RN FL EL (8.5) b >[ m IW MlnllML}1� ri ( `* v W 'a In � w I z a 4 Y ro I IL 1_ O Z.Q It^, S I^ 8.7' 1 G�W oF- I1r 17 1,1a O w I� I PORCH m (F�-Q 1 F- rvii I• 7.4i"r O • W1= -I Uo-w .0 1 v� I I-00 v r4 } 00 1 5'OORL 20.0' . (f) ',. I O I 5' JEA EASEMENT r 11" LAUREL OAP 070" LAIJRt:) DRAINAGE EASEMENT 7.5' JEA EASE OMENT-- iv r— 1 I ' M oAK ' . 6 N 01 -11 '11'" NO SDEWALK •00 REOUIR>O itv of Atlantl sac Piann- ,4 -:n. Zlm' r rtmetA Is anprova' �r,p ompl n..(- with ar–1 re MARSH VIEW COU �Onirlg s Ibd vi<. o an,,: c.I, : and , CITY OF / 8M SEMINOLE ROAD aTLA2�i FIC BEACH.FLORIDA 3223.5-_445 TE%EI'HUcE(9041_47-3301? FVX 19(4) 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 Cale 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 1 Two complete sets of pians including detailed site plan - Four if commercial 3. 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 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 mm. 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 BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. WATER IMPACT FEE WORKSHEET r } ADDRESS: I G` it 3 /41z -j DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting.of water closet, lavatory, bidet, and bathtub or shower 6 Z Bathtub (vyith or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 2 Drinking fountain Z t C F M . 2. 1/2 Floor drains 2 Kitchen sink; domestic 2 Kitchen sink, domestic with food waste grinder and/or 2— dishwasher dishwasher 2 Laundry tray (1 or 2 compartments) 2 2— Lavatory 1 .Z 2— Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, rivate installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = G MULTIPLIED x 20 TOTAL$ 3 C� RESIDENTIAL-CHEOKLIST FOR & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - [FBC 104 .2.11 c PLANS EXAMINER: _ ; F Gn l� DATE: -' 7 " a OWNER: I?J S I C © PERMIT NUMBER: CONTRACTOR: S C PHONE NUMBER: 2 3 7- V ( CIRCLE ) I. Survey: 1. Is a specific purpose survey submitted? Yes ✓Dio N/A 2. Is correct Flood zone shown? Yes No N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes No N/A `� 4. On Iota in multiple flood zones, are flood zone lines indicated? Yes NoN/A'� S. Is property in a flood way? Yes Nov,N/A 6. Is flood way line shown? Yes No Y N/A II. Site Plan: (FBC 104.2.4) 1. Is Site Plan submitted? Yee✓bio N/A 2. Is North arrow shown? Yes Ao N/A 3. Is lot width and length shown? Yes Yo N/A 4 . Is structure shown on site plan with all setback dimensions? Yeso N/A 5. Does structure layout match the floor plan? Yes:2. N/A 6. Are drainage/storm water run-off requirements noted? Yes too N/A 7. Are all easements shown? Yea .✓oto N/A B. • Is proposed driveway shown? Yes o A 9. Is landscape and irrigation layout shown? Yes NoA,"N/A 10. Is septic tank and drain field location shown? Yes No N/A✓/� 11. Is L.P. gas tank k size shown? Yes No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? YesN/A A. Are structural calculations submitted? Yes j1a N/A 2. Is correct wind speed shown? [FBC Figure 1606) Yes "No N/A 3 . Is exposure category shown? [FBC 1605.1.83 Yes 4o N/A 4 , Is Importance Factor shown per FBC Table 1600 Yes VNo N/A 5, Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yest,/No N/A 6, Does structure meet requirements of FBC Table 500 for number of stories and allowable area? Yes ao N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 / for structural elements? Yes No N/A ✓ 8. Are plans designed per SSTD 10-997 Yes - No N/A A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirementa circled or highlighted? Yes No N/A 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in_g�iSh Wind Areas"? Yes No N/At A. Are all appropriate charts and tables shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A v 10. Are plans designed per "WPPC Guide to Wood Construction in High Wind Areas"? Yes ✓No N/A ` A. Are all appropriate charts and tables shown? Yes o N/A 8, Are all appropriate requirements circled or highlighted? Yes o N/A 11. Are plana designed per "AF 6 PA wood Frame Construction Manual for One- and Two-Family Dwellings, High Wind Edition"7 Yes +—No N/A A. Are all appropriate charts and tables shown? Yes ✓Ro iV/A B. Are all appropriate requirements circled or highlighted? Yes IV, Energy Code Information: 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 YesVl o N/A 2. Does conditioned square feet area on plane match square feet shown on energy forms? Yea VINO N/A 3 . Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1 .13 Yes ✓/o N/A 4 . Is the "R" value for added insulation on exterior walls shown? Yes O. N/A S. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1) Yes Vyro N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes o N/A 7. Are Energy Credits Claimed? Yee No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.43 Yes No A. B. White Roof Credit (FBC 13-6D7.1.A.5) Yes N "/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.51 YeaA N/A V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yea, o N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? YeA/1 N/A 3. Are all elevation changes in slab shown? Yes o N/A 4. Is minimum concrete PSI shown? Yes A;.o N/A S. is slab reinforcement shown? Yeav $o N/A A. wire mash size and gauge? Yea No N/A a. Fibermesh reinforcement? Yee N/A 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.2] Yes N/A 7. Ie minimum slab on grade thickness shown? [FBC 1909.11 Yes Flo NIA 8. Is type of soil treatment for termites shown? (FBC 18161 Yes✓ o N/A 9. Is perimeter slab reinforcement shown? [SSTD 10-991 Yeso N/A /K�+�c Do plans show bottom of foundation minimum of 12" below finish grade? [FBC 1804.1.31 Yest% No N/A v 11, Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FBC 1804.5.1) Yesy No N/A 12. If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.1] Yes No N/A✓V✓/ 13, Does plan indicate "No Wood Grade Stakes Permitted"? Yes No N/A 2 RESIDENTIAL CHECKLIST (Continued) V1. Typical Wall Section: 1. Is finished grade shown? Yes `' o N/A 2. Is minimum floor elevation shown? Y08V o N/A A. Minimum a" above adjacent grade? Yes ao N/A B. Minimum__1.4 '_Ab9ve crown of road or drainage plan V/ submitted? YesY/No N/A- C. Flood protection elevation? Yes �Ao WA D. Base flood elevation? Yes', NO N/A 3 . Is minimum footing depth beneath finished grade shown? [FBC 1804.1.3) Yesi�o N/A 4 . Are all footing sizes shown? Yes V'-o N/A S. Are all horizontal reinforcements shown? Yee N " N/A A. Number and size of reinforcement? Yes FNOO N/A B. Minimum lap? ' YeeN/A 6. Is vertical reinforcement shown? Yea N/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A 8. Masonry construction. A. Is exterior wall finish shown? Yes No N/A B. Is interior furring shown? Yes No C. Is exterior wall insulation shown? Yes No N/A D. Is interior wall finish shown? Yea No N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? YeaVINO N/A B. Is exterior sheathing (type and thickness) shown? Yea✓No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 YeaV;�o N/A D. Is exterior wall finish shown? Yes o N/A E. Is interior wall finish shown? Yes N/A F. Is wall insulation shown? YesclNo N/A G. Is minimum clearance between wood siding and finished / grade shown? [FBC 2304.2.5] Yes ,/typ N/A H. Are shear wall segments shown? Yes nAo N/A A. Type of hold-downs shown? Yes�o N/A 10. Are ceiling heights shown? [FBC 1203 .2) YeaLjNo N/A il. Are all hurricane anchorage and hold-downs specified and labeled? Yea o N/A 12. Is ceiling type shown, drywall thickness? Yea o N/A 13. Are insulation baffles shown? Yes'i No N/AV' 14. Roof Framing � /j A. Are engineered trusses shown? Yes VNo N/A B. Are conventional frame rafters used? Yes No N/A%,- 1. Rafter size shown? Yes No N/A✓ 2. Species of lumber shown? Yes No N/A ✓ 3. Grade of lumber shown? Yes No N/A,,- C. /A✓C. Type of roof sheeting shown? Yes%,tCo N/A0 1. Thickness of roof sheeting shown? Yes volko N/A 2. Grade of roof sheeting shown? Yeev/No N/A 3. Nailing pattern of roof sheeting shown? / [FBC Table 2306.11 Yes Y �o N/A D. Weight of Dry-In felt shown? Yea ✓too N/A E. Type of roof cover shown? Yes ! o N/A 1. Attachment asphalt/fiberglass shingles shown? (FBC 1507.3.7) Yes%�40 N/A 2. Attachment of tile roof shown? [FSC 1507.4.5) Yes vko N/A 3. Other roof covering and attachments shown? Yes +/bio N/A F. Length of roof overhea . shown? Yes ✓No N/A G. Type of soffit an ascia shown? Y:At_4o N/A H. Attic ventilation shown? YaL/No N/A I. Location, type and thickness of flashing shown? [FBC 1503 .2.1 and FBC 1507. 3.9) Yes L- to N/A J. Type and gau a of eave metal shown? Yes No N/ALo" 15. Is anchorage of veneer shown? [FBC 1403) Yes No N/A✓ 3 RESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes t"No N/A. If "No", measure all areas under roof from exterior wall to exterior wail and'adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2, Are all room dimensions shown? YesL* N/A 3. Are all door and window sizes shown? Yes N/A 4 . Are all emergency egress openings shown? Yee o N/A S. Is required tempered glass shown at all hazardous locations? (FEC 2405.2) Yes, No N/A%'*" 6. Are all vertical reinforcements shown? Yes W N/A- 7. Are all shear wall segments shown7 Yes V N/A e. Are all hold-downs and hurricane anchorages shown? Yes�to N/A 9, Is required attic access shown? Yes �Ao N/A 10. Are all plumbing fixtures shown? Yes �4o �i/A A. Is water heater size shown? YesN/A 11. Are all electrical fixtures shown? Yes ao N/A A. Is arc fault circuit interrupter shown for bedrooms? [NEC 210-123 Yes No VN/A 12. Are all mechanical fixtures shown? Yes✓�}o N/A A. Is air handler and condensor location shown? Yea N N/A B. Are exhaust tans shown? Yes N/A 13. Are all smoke detectors shown? (FSC 905.21 Yes o N/A 14, Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible* route? (FBC 11-11) Yea VNo !N/A 15. Does bedroom open directly into garage? Yes No ✓D1/A 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yes ✓N S N/A 17. Is Designer's name and address shown on plana? Yes tAo N/A Is. Do egress doors and landings comply with FBC 1012.1.3 � � and FBC 1012.1.5? YesiXo/ N/A 19. Are habitable rooms shownwith the minimum light and ventilation requirements of FBC 1203.1? Yes 4o N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yea N�� N/A`� 21. Does floor plan show fireplace? Yes v1Qo N/A A. Does masonry fireplace have a detailed cross-sectional detail? Yes No N/A G� B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes NoVllq/A' C. Is hearth size and detail shown? Yes No $L/A D. Is mantel size, location and detail shown? Yea )toVN/A 22. Are stair details shown? Yee ✓Np N/A A. Is minimum stair width shown7 [FSC Table 10041 Yesr/No �Y/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes 4o N/A V_ D. Are required landings shown? [FBC 1007,41 Yes✓bio N/A E. Are handrail height, spacing and graspability details shown? [FBC 1007.5) Yea No- A• F. I; required headroom clearance shown? [FBC 1007,7) Yes No N/A G. Are guardrail height, spacing and details shown? [FBC 1026.51 Yes No N/A 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.) Yes No N/A ✓ 24. If required, are tenant separations shown? Yes No N/A A. Duplex [FBC Table 704.11 B. Townhouse (FBC 704.41 4 RES IDENTIAL CHECKLIST (Continued) VII. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes ✓No N/A A. Are column type, size and anchorage shown? Yes �/��jjTToo NIA B. Are beam type, size, span and anchorage shown? Yes 400 N/A 26. Are all liriteT'an dam details shown? Yes No N/A ✓✓ 27. Are engineering details provided for butt glass? Yes No N/A VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yes VNo N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes VNo N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yee 'No N/A D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A 4. Ie roof sheeting indicated, showing type, thickness // and nailing pattern? Yes ✓No N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes VNo N/A ' 2. Is joist plan provided, showing size, spacing, span, species, grade of lumbar and connections? Yes VNO N/A 3. Is floor sheeting indicated, showing type, thickness // and nailing pattern? Yes �Ao N/A X. Elevations. 1. Does plan show four (4) elevations? Yee ✓fib N/A. 2. Are attic ventilation requirements ahown7 Yee 'oto N/A 3. Are roof pitch and overhang shown? Yes ✓ N/A 4. Is chimney height and location shown? Yes No �JA S. In cricket shown? (FBC 1507.3.9.41 Yea No VNJA 6. Are all lanai/porch details shown? Ye:V*o N/A 7. Does plan show solid blocking required for ridge vents? Yes VNo N/A 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FBC 1503.4.4) Xea #0 N/A 9. Are gutter, downspouts and splash blocks shown? Yes LINO N/A 5 RESIDENTIAL CHECKLIST (Continued) Xi. Structural Details. 1. Is basic wind speed shown? [FBC Fig. 1606) Yes VNo N/A 2. Are gable end bracing details shown? Yes Vo N/A 3. Are roof sheetipg nailing zones shown? YeaJ�.A, N/A 4. Are protection of"opening details shown? [FBC 1606. 1.41 YesN/A 5, is importance factor shown? [FBC Table 1606) YesN/A 6. Is structure designed to withstand interior pressures? YesN/A 17. Is exposure category shown? [FBC 1606.1.8) Yes N/A 8. Are wind pressures for components and cladding shown? � // FBC Table 1606.28 Yes VN, N/A FBC Table 1606.2C Yes Vho N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label by AAMA or WDMA or other approved label? [FBC 1707.4.2) Yea' NOVN/A 10. Are window and door installation and buck details shown? Yes No%/ /A il. Are mullion installation details and design criteria shown? Yes No a/A 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes No m A 13. Are garage door manufacturer's installation details provided? Yes No K/A 6 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Pry oject Name: 2014 2-story modified - Builder: BESTCON --- Address: Lot: 18, Sub: HIDDEN PARADISE, Plat: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North T 1. New construction or existing New - I 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr 1 3. Number of units,if multi-family i - SEER: 12.00 - j 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(112) 1998 ft2 c. N/A - 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - ! 13. Heating systems b.Clear-double pane 314.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d.Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 171.0(p)ft = c. N/A - b.Raised Wood,Adjacent R=19.0,128.01 1 I c. N/A14. Hot water systems i I 9. Wall types _ i a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1278.0 ft2 - j EF:0.86 - , b. Frame,Wood,Adjacent R=11.0,214.0 ft2 _ b.N/A _ c. N/A - - j 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, 1590.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,240.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, 1 c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, i b. N/A MZ-H-Multizone heating) I r Total as-built points: 29638 Glass/Floor Area: 0.16 Total base points: 30752 PASS I hereby certify that the plans and specificationscov a Review of the pians and srAT by this calculation are in compliance with the Florida i specifications covered by this ° Energy Code. calculation indicates compliance �'- `' ��- .,r �',�., � j I with the Florida Energy Code_ PREPARED BY: GILBERT MILLER Before construction is completed c DAVE; -.;%=- : I this building will be inspected for III hereby certify that this building, a e ' n s in compliance with Section 553.908 �, o complianc Fl n y d 7 ' Florida Statutes. oOb �r OWNE QVILDING OFFICIAL - DATE: DATE: EnergyGauge®(Version: FLR3PB v3.11) Lot/ Block: IMP Plan: M3 Address: Name: Permitting at Atlantic Beach ©n�copy each of the following: � Building Permit Application ❑ Tree Removal Application ❑ Tree Board Meetings are held the first and 3rd Mondays of each month.All applications MUST be submitted on Monday the week prior to the meeting. ❑ Superintendent MUST mark trees to be removed one week before the meeting. Notify Paul of Tree Board Meeting date. TO copies of each of the following: if Plot Plan/Tree Survey with removable trees marked --� F�11a► Notice of Commencement F-, if not available`til after packet sent in for permitting, write permit number on top of NOC and fax to Pat Harris at 247-5877. P14ns and Engineering tVerify both sets plans&engineering numbered in sequence r7sgign russ Layout and Engineering Specs y Form &date as agent Signed by Paul FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details F ADDRESS: Lot: 18, 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 1998.0 20.24 7279.1 Double,Clear W 1.0 6.0 36.0 36.99 0.97 1292.0 Double,Clear W 10.0 7.0 6.0 36.99 0.46 101.4 Double,Clear N 1.3 2.5 6.0 19.22 0.82 94.5 Double,Clear N 1.3 4.0 16.0 19.22 0.90 276.8 Double,Clear E 1.3 11.5 36.0 40.22 0.99 1439.1 Double,Clear E 1.3 6.0 36.0 40.22 0.93 1350.5 Double,Clear E 10.0 7.0 54.0 40.22 0.44 959.1 Double,Clear S 14.0 6.5 20.0 34.50 0.45 308.5 Double,Clear S 1.3 10.0 18.0 34.50 0.98 606.2 Double,Clear S 1.3 19.0 18.0 34.50 0.99 617.0 Double,Clear W 1.3 2.0 8.0 36.99 0.64 188.9 Double,Clear W 1.3 9.5 30.0 36.99 0.98 1091.7 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.4 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.4 As-Built Total: 314.0 8862.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 214.0 0.70 149.8 Frame,Wood,Exterior 11.0 1278.0 1.70 2172.6 Exterior 1278.0 1.70 2172.6 Frame,Wood,Adjacent 11.0 214.0 0.70 149.8 Base Total: 1492.0 2322.4 As-Built Total: 1492.0 2322.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.8 2.40 42.7 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.8 1.60 28.5 Base Total: 37.8 164.7 As-Built Total: 37.8 110.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1549.0 1.73 2679.8 Under Attic 30.0 1590.0 1.73 X 1.00 2750.7 Under Attic 19.0 240.0 2.34 X 1.00 561.6 Base Total: 1549.0 2679.8 As-Built Total: 1830.0 3312.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 171.0(p) -37.0 -6327.0 Slab-On-Grade Edge Insulation 0.0 171.0(p -41.20 -7045.2 Raised 128.0 -3.99 -510.7 Raised Wood,Adjacent 19.0 128.0 0.40 51.2 Base Total: -6837.7 1 As-Built Total: 299.0 -6994.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 18, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1998.0 10.21 20399.6 1998.0 10.21 20399.6 Summer Base Points: 26007.9 Summer As-Built Points: 28013.3 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) 28013.3 1.000 (1.090 x 1.147 x 1.00) 0.284 1.000 9961.1 26007.9 0.4266 11095.0 28013.3 1.00 1.250 0.284 1.000 9961.1 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: 18, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: FBASE AS-BUILT GLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1998.0 11.77 4233.0 Double,Clear W 1.0 6.0 36.0 10.77 1.01 390.6 Double,Clear W 10.0 7.0 6.0 10.77 1.20 77.5 Double,Clear N 1.3 2.5 6.0 14.30 1.01 86.7 Double,Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double,Clear E 1.3 11.5 36.0 9.09 1.01 329.6 Double,Clear E 1.3 6.0 36.0 9.09 1.03 336.6 Double,Clear E 10.0 7.0 54.0 9.09 1.38 676.4 Double,Clear S 14.0 6.5 20.0 4.03 3.54 285.2 Double,Clear S 1.3 10.0 18.0 4.03 1.00 72.7 Double,Clear S 1.3 19.0 18.0 4.03 1.00 72.3 Double,Clear W 1.3 2.0 8.0 10.77 1.12 96.4 Double,Clear W 1.3 9.5 30.0 10.77 1.00 324.4 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 As-Built Total: 314.0 3408.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 214.0 3.60 770.4 Frame,Wood,Exterior 11.0 1278.0 3.70 4728.6 Exterior 1278.0 3.70 4728.6 Frame,Wood,Adjacent 11.0 214.0 3.60 770.4 Base Total: 1492.0 5499.0 As-Built Total: 1492.0 5499.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.8 11.50 204.7 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.8 8.00 142.4 Base Total: 37.8 450.7 As-Built Total: 37.8 310.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1549.0 2.05 3175.4 Under Attic 30.0 1590.0 2.05 X 1.00 3259.5 Under Attic 19.0 240.0 2.70 X 1.00 648.0 Base Total: 1549.0 3175.4 As-Built Total: 1830.0 3907.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 171.0(p) 8.9 1521.9 Slab-On-Grade Edge Insulation 0.0 171.0(p 18.80 3214.8 Raised 128.0 0.96 122.9 Raised Wood,Adjacent 19.0 128.0 2.20 281.6 Base Total: 1644.8 1 As-Built Total: 299.0 3496.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge4D1ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 18, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1998.0 -0.59 -1178.8 1998.0 -0.59 -1178.8 Winter Base Points: 13824.1 Winter As-Built Points: 15443.2 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) 15443.2 1.000 (1.069 x 1.169 x 1.00) 0.437 1.000 8437.0 13824.1 0.6274 8673.2 15443.2 1.00 1.250 0.437 1.000 8437.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PS v3.11 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 18, 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 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 - CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11095 8673 10984 30752 1 9961 8437 11239 29638 PASS y�yo1<zaE sr��.n ,fill a G,0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 18, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 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>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; it attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 112"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) _ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric provided.External cutoff(gas)must be proviExternal 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 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.2 The higher the score,the more efficient the home. Lot: 18, 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:42.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 b.N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1998 ft2 c. N/A - 7. Glass area&type a. Clear-single pane 0.0 112 13. Heating systems b.Clear-double pane 314.0 112 ` a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tintlother SHGC-single pane 0.0 ft2 ` HSPF:7.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 171.0(p)ft _ a N/A _ b. Raised Wood,Adjacent R=19.0, 128.0112 _ c. N/A 14. Hot water systems 9. Walt types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1278.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,214.0 ft2 _ b.N/A _ c. N/A d.WA _ c. Conservation credits _ e. N/A ' (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1590.0 ft2 15. HVAC credits _ b. Under Attic R=19.0,240.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 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) o�,TOE Sl%z. in this home before fi ' pection.Otherwise,a new EPL Display Card will be completed - IZIO based on installed de co pliant features. Builder Signature: //W 4 D 16. / i... w Address of New Home: 1!-� L Zip; CpD� � *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEM)incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 8501487-1824. EnergyGauge®(Version:FLR3PB v3.11) system sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 2014 2-story modified Registration No. 0 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/11/2002 Type Overhang Window Area(sgft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len Hcjt Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,QEF,N,N E 1 6 36.0 5.0 31.0 23 72 2348 Btuh 2 2,Clear,DEF,N,N E 10 7 6.0 6.0 0.0 23 72 138 Btuh 3 2,Clear, DEF,N,N S 1.33 2.5 6.0 6.0 0.0 23 37 138 Btuh 4 2,Clear,DEF,N, N S 1.33 4 16.0 16.0 0.0 23 37 368 Btuh 5 2,Clear,QEF,N, N W 1.33 11.5 36.0 0.0 36.0 23 72 2592 Stuh 6 2,Clear, DEF,N, N W 1.33 6 36.0 6.6 29.4 23 72 2267 Btuh 7 2,Clear,DEF,N,N W 10 7 54.0 54.0 0.0 23 72 1242 Btuh 8 2,Clear,DEF,N,N N 14 6.5 20.0 0.0 20.0 23 23 460 Btuh 9- 2,Clear,DEF,N,N N 1.33 10 18.0 0.0 18.0 23 23 414 Btuh 10 2,Clear, DEF,N,N N 1.33 19 18.0 0.0 18.0 23 23 414 Btuh 11 2,Clear, DEF,N, N E 1.33 2 8.0 4.4 3.6 23 72 359 Btuh 12 2,Clear,QEF,N, N E 1.33 9.5 30.0 0.0 30.0 23 72 2160 Btuh 13 2,Clear, DEF,N,N S 1.33 5 15.0 15.0 0.0 23 37 345 Btuh 14 2,Clear,DEF,N,N S 1.33 5 15.0 15.0 0.0 23 37 345 Btuh Window Total 1 1 314 1 13590 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 1278.0 2.0 2582 Btuh 2 Frame-Adjacent 11.0 214.0 1.2 261 Btuh Wall Total 1492.0 2843 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 17.8 10.6 189 Btuh Door Total 37.8 401 Btuh Ceilings Type/Color R-Value Area HTM Load 1 UnderAttic/Dark 30.0 1590.0 1.5 2321 Btuh 2 Under Attic/Dark 19.0 240.0 2.3 542 Btuh Ceiling Total 1830.0 2864 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 171.0 ft(p) 0.0 0 Btuh 2 Raised Wood 19.0 128.0 sqft 0.0 0 Btuh Floor Total 299.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 19980 116.8 2441 Btuh Mechanical 80 1672 Btuh Infiltration Total 197 4113 Btuh Internal Occupants Btuh/occupant Appliance Load _gain 5 X 300 + 2100 3600 Btuh EnergyGauge® FLR3PB 0.11 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 2014 2-story modified Registration No. 0 Climate: North 4/11/2002 Subtotal 27410 Btuh Duct gain(using duct multiplier of 0.10) 2741 Btuh Total sensible gain 30151 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 6557 Btuh Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh Latent other gain 0 Btuh TOTAL GAIN 37858 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 2014 2-story modified Registration No. 0 Climate: North 4/11/2002 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 32312 Btuh Total cooling load calculation 37858 Btuh Submitted heating capacity 42000 Btuh Submitted cooling capacity 42000 Btuh Submitted as %of calculated 130.0 % Submitted as % of calculated 110.9 % WINTER CALCULATIONS Winter Heating Load for 1998 sqft) Load component Load ouctg(s% Window total 314 sqft 8666 Btuh )i' wfndows(27%) Wall total 1492 sqft 4730 Btuh Infll.(2e%) s ., Door total 38 sqft 525 Btuh Ceiling total 1830 sqft 2547 Btuh -. Floor total See detail report 5382 Btuh Infiltration 213 cfm 8923 Btuh Ce W,gace%) Subtotal 30773 Btuh Doors(2%) Duct loss 1539 Btuh Floors(+�%, YVau�c+5%) TOTAL HEAT LOSS 32312 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1998 sqft) Load component Load Window total 314 sqft 13590 Btuh Latent hterrW(3%) Wall total 1492 sqft 2843 Btuh Latent infil( %) Door total 38 sqft 401 Btuh Ceiling total 1830 sqft 2864 Btuh `"""d°ws(3e%) Floor total 0 Btuh Infiltration 197 cfm 4113 Btuh trt Internal gain 3600 Btuh Subtotal(sensible) 27410 Btuh Ducts(7%) Duct gain 2741 Btuh Total sensible gain 30151 Btuh ""l"'%) rs(%, Waus(e%) Latent gain(infiltration) 6557 Btuh Latent gain(internal) 1150 Btuh EnergyGauge®System Sizing based on ACCA Manual J. Total latent gain 7707 Btuh PREPARED BY: TOTAL HEAT GAIN 37858 Btuh DATE: ?�— EnergyGauge® FLR3PB 0.11 r — OWNER:Starr Lot 18 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DATE:4/30/2002 CONSTRUCTION JOB ADDRESS: Lot 18 Hidden Paradise 1473 Marsh View Court 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: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A _T_ —Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: NIA Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A 7Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION VIS 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 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 d OWNER:Starr Lot 18 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 7slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None 7—size: Fill: Sand Thickness:4" 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; stftacks; 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:Starr Lot 18 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 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Starr Lot 18 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: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents:6'steel off-ridge BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Starr Lot 18 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 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A 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.Starr Lot 18 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier f=ootage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Starr Lot 18 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: 112"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:Starr Lot 18 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 Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: NIA FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" TNo of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Starr Lot 18 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 N/A First Floor 11 1 Second Floor N/A NIA Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/F. 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:Starr Lot 18 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue Y4 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%" House to Refrigerator CPVC SCD40 Glue 3/a"TO 1/2" House to Dishwasher CPVC SCD40 Glue %"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Starr Lot 18 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- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 A OWNER:Starr Lot 18 Hidden Paradise Fixture Description-(Brand Blame, Model Number,etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 4 / 1912002 Re: Wind Loading Requirements For Lot 18 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 sheath ing/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. T Louis J. Gabriel, P.E. k WIND FORCES STRUCTURAL ANALYSIS FOR Lot 18 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 Sheet Fte /02L. G rz 601, �� L` of Lot- is N c t to s 4 e. Po LLL s tYuc tuYa L a Ltri b 3 Aup 4w4.a 5�� 'J :— 711 E ~ o s.6 FLo o r FOO - TYitSje5 �t�oY IYUlIc1 inn �dQ �rami�► ( 'See /-�Y, '� r -uly • / See 5 CI4 ecgu& ~C 0-vi O rCkj tCZ-bX r4 �P rack;v 5�'�,s �t9� �c t. •�off. Avxc►o YariE to 5t -w ••.�1 :— �/2 f13 6 boLt, (z 98 0 trq 0v%Less VAOt J se 5 �iyr+ %n)q,Q,Q Ye-v►, Forcemert. — oc- a4 at- GOflAers 1 �9 Rcc� ov► 98 • go 0 CLU ell- p 0-d PMA AM -- ..-.. Vim . .- V r - •-. UviLeS1 Note) p 4�+esr►a�s e 1- Q re^ C TIACQOkiaac p0(Jt& DATE: Sheet 2- of /C) Lot 18 NP g W wed S ej -:� l 2 0 IYLp1� C 3 S e c �to S t) s tf%A40✓e- Lu +L-• (,p' 1.0 W a � o,r tcc "7/IG~ t" Pia FaJVi1A4 to wu�. FY-�e 4 tab�� Shown W00 a TABLE 1606.1.4 1 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(In.)t- TYPE Panel Spans 2 ft 2 ft<Panel Span 4 It<Panel Span 6 ft<Panel Span <4ft <6ft <aft 2 1/2#6 Wood Screw3 16 16 12 9 2 1/2#8 Wood Screws; 16 16 16 12 Double-Headed Nails4 12 6 4 3 SI;I inch=25.4 mm I foot--305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58 m/s)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. iy of 49016(2180 kN). 4. Nails shall be IOd common or 12d box double-headed nails. c� p p g S 'tit s t,, 6e- 'We, e- IY�MC 1,i F t �M o u F SLo J r rftjVtr .�• 4U,o w. u4 W i'j j_a&) JOY- $ d UW^AMATV\ N.41 S� �► (o o L. LZ Pr E�ju - 8Z lbs S I k,) ` 5 � "S ins YL44 Ft- per o-A lYta ( 's t- s trv,4t V'e WAt (koUV �)k• O�tpn Q 0R ( e. * tlJvyr,t`,>l• >' t v( _� �rJ ' / t �3 . ((am- L) �� f � , ! ,.., �a� )) cc �t �.. . . , �. Sheet _of DATE: - c 2 000 c o M�^^ �� 50 = va P to vs tfefpLl ` � s 5�N S`rr.� �,3 , cry � � �-� � e Xb) J Q,(ov.� ( � Oao) 531 pZC�� C, MM (� ,.t�:..�C. ��f� Ct�tS�;��:..�E.�6>> `CC• r r' g� ',� wt t J-1 13-�v &O'O-C- (Ar-1-X N 1A = i (aq 9 �. f WC 4LIvw Temstoi 0 z+A 36 PioUl - o •S Ap F� �e �e sse•� 0r . O . 1,4b �� o is v pAz,- 0-4 V_ 2 500 F4 = 3G000 Ps'l h1, o- AP_ iT�b or t 990 Ib1 --!f ill i Lk- rou4J Steel b1. (uooj')= foo . s,. � f6 -(L�q��/ tzn)CrJq)- (n 5.)}.= 545Ps; - - La¢lus,+•}: t9oo�Ct•13) = 532 Q�► 54S psiFxNi.:. M/s =`lo ib.odU 5299L(Vo0o)(03) 5}��ar �roQ 1 �1Siwt O"A A%A(,4()r C). c ux"4 —7 Ft a IAAO 16f (Sce above A L(vw r,.ole aA + A G ho U = 350 Fes, Ab I-e S S e, a r 0.1186 F� 350rylIbs o r Co•IL�fo-t)C 3b,000) = 86� !bs DATE: Sheet _of 6) 'Stf'4 .c�:c vs f3C - Zo� � Crct fid �LIY t G 3 Building,simple diaphragm:A building which complies 4 4 LONGITUDINAL with all of the following conditions: i 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 ICOR 4E LONGITUDINAL 3. mean roof height, h, does not exceed least horizon- ROOF ROOF tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 1 LowcrnlDlnlAL 1 rations within the building, 1ELONGITUDIf1AL<r� 29 1E 6. wind loads are transmitted through floor and roof diaphragms to the vertical lateral-force-resisting WIND DIRECTION systems, and RANGE 7. 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 I LEEWARD ROOF 7. 1 TTlVERPCAL VERTICAL LL - 1 I 1TI Tn7 cc I Eplll_"I_z;ll_zll i i Ww aL!2=777777.77777-7 7777= W-- _-- -_ -- -- - ------- TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1606.2a 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 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1 1.62 1 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. II111111111111111t111t1t1111ttlt{IltlIIt11111111111111t11II111111111111i1111111111111111111111111111t1I11111111t111111111tlltllliflltllltlilllltllllllllllllllllllllllllllllllllllllllllllltltilliltll{ttllltlN11111111111II11111IIIIIIIIIIIIIIIIIIIIIIIIIIU1111111111111 - ' r ar TABLE 1606.2A --1 o MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN W Exposure B m T Horizontal loads2 Vertical Loads(pst) Max.Horizontal Wall Loads4(psf) N Windward D End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wall RW3 Wall Roof2 Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 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 0 17.8 -4.7 11.9 1 -2.6 1 -15. -10.7 -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an le 5 45 14.4 9.9 11.5 1 7.9 1 5.6 1 -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 1 .21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 10. -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7. 0 .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 30 < an le 5 45 17.8 12.2 14.2 9.8 6.9 -10.8 5.9 -9.3 -6.3 1 -7.2 13.0 1-10.1 ii.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 1 -20.9 12.0 1 -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 -23.1 -16.0 -1 .0 -12.2 -32.3 -25.3 18.0 -15.1 13.1 -11.3 30 < an le 5 45 21.6 14.8 1 17.2 11.8 8.3 -13.1 7.2 -11.3 -7.6 - .7 16.0 -12.2 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 1 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7.0 -27. -15.6 -19.1 1 -12.1 -38A -30.1 1 17. -13.4 12.7 -10.3 20 31.6 -8.3 21.1 -4.6 1 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15.6 -13.4 30 < an le<_ 45 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -9. -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 -38.4 -30.1 17.0 -13.4 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 1 24.0 16.5 11.6 -18.3 1 10.0 -15.7 -10.6 -12.1 22.0 -17.0 1 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22A -14.2 -45.1 -35.3 20.0 -15.7 1 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 -18.2 17.3 -14.0 n 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 30 < an le 5 45 35.0 23.9 g7.8 19.1 13.4 -21.2 11.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 0 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 Q a 150 Transverse 0-5 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 c 20 49.4 -13.0 32.9 *-7.121�--42.2 -29.8 -29.8 -22.6 -60.0 -47. 34.0 -28.1 4.4 -20.9 30 < an le<_ 45 40.1 27.4 31.9 15.4 - 4.4 13.4 - 0.9 -14.1 -16.1 30.0 -22.6 25.4 -18.9 z Longitudinal All Angles 35.7 -18.5 23.7 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 I For Sl: 1 ft2=0.0929 m2, I mph=0.447 m/s, I degree of angle=0.01745 rad, 1 psf=47.88 N/m2. n Notes: I 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 building in accordance with Figure 1606.2(c). 3 If pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). 1 uu�s f$iB 5 h ew r W a-U 5 A,n a-L,1 5 fbr Rrs t o rid/o r 5 e vJ Floors 77 e F4t��i'� ��t-iYt►�i u•v�t .� CYi�Y�G. 1 I �+it�v��.c��' �� Q.v�a` 5 ee: ROOY- PtM" Pd-\ w au. LO rca LiA'v\, ~E d.esi�natts "CACter�o+f'" v34tts wktle 6I" O e:+�r+Ah '* I tcnt�rIt ol " 4s�ttl u,Jr �Ci b aC t, CI e : See 6L�tac� Ptaor pt ►t �' OY'":B :_ �'�+r iJt �P�w��• 4— W4u Ww% feS ISt, S�to-r it It it %I 0C W&LL pict of both F(ovr: For t,Jo 'S LO WALL ?Laehc��tit For ovie SkOr��. ^Waits 1�-1rrY E ge(ANa YOO P �%&!�t txpos to PuULtre TALI U, 6-^ "()F P i tis intd,rc. 1,. T to M. wau "C� r" VJ Pie SS�LrE Yu0 qL oLqpli&,6Le W'ne., fuvF pjL-jo i s more BI& -7/t2 P�tc��l Acte' Skew Per R = C F ) C 1 /Q Tat Sk isx Fvrce ; Mcw)(A I z) .t. -(O y.) (4e)( �4' ) ba a slur c 0Y U)(v ') (0.150 t two StorA„ --Tor r.C.. •_ lens'" Or Ccrvo-p�e5Si _._..— 0Over tufn � i�t�;�tt~� C��C�r)CO• C'�)Z�.0 Y�( -�r)(�„c�( +p — Cwc& w �H .O r ttiJ 0 '5t 0 IrcVJ �j • _ R epi r a%,cl�or bo Lt - - G Q t F} , l:C G1C. -j` rK f(►uSz CoNStrwdi �n For Sxtriar WaOs „ AUOLJ• 6aLt s hcm-z r loo Ibj Cr/L�x$ lob tA�b f3nd•vr & It 11 'r-,ew,sicr+ = AAO lbs 1t7 7/I(o,� OS8 •Skew-��,yj, nada u ig,, t4 covwmm rQ,k VrltetS �nateJ 0 �erW�se. For =vAferior Wal.s �}ll�w , �jol� s h ectnr-o r Tt�sn s,' - 135 0 16 s (C' r( Q$o`t'`, Sheet Date ��2 �.., Gob r�'e�..� Q• E . of 0 7o F-J �cAr W'Az Ie v- = Qctw� S1l0-0-fC , S = bolt 5 Fv- ajUowp,6LC Sear P,:-e- bO tt �0,r �X te��•� W� ! —� S = (1.33) � S6o )l( -Lr) �vr itirttef0r S = Q-33) (13600-Lr) Z) ro Choose- duw,4 ALtow, kq'u' Amwm tem sI w► T 0 r "c' _ zV ) In tytj ct c-.m t U)Ill, be c�os w, FYVVA G.iM w,r,� w+P s U%'% e )} �JaY�c Sud• OLS HD5M, HTT2z , •e-tc- C 44)J w"nl to t"ch) , CSTA36, c v - • I& ( F!Arab totoo A d F J � owv�s ) See -,APxC S� eet" F-oY Skeo,r WA.0 aAAI Sl eeE- �u S1Aea.r T yr G lk -rc_ raj&f,e maw �� a �nsio.► . boLt _ _ ., S�TW-tl LTIA F�wu Char 7�e- bolt Y y Will nn W o 1� C-*;;P t L '501C rLAILL w�U h eeS to s -my o F&.- A C Late f:6,�&AL %n,�► "`� Y�5 T�D� 2 Y �"A", Failure ,Mu ^ rr of a 2V = / 900 /bi C 2xq pts. , 4P7- SYPH 2V = ZZoo lbs 2 x 6 pts.t, :tZ . .kms r 1 DATE: 03/20/02 t { ✓ j I I i +r - 'd 11-I — FLOOR OUTLET IN GREAT ZOOM INSTALL 220 OUTLET FOR 50 AMP L _ 3 NOT TUD AT REAR-SEE LOCATION ON L PLANS Z FANS TO DE INSTALLED IN GREAT W ROOM AND MASTER BEDROOM ONLY a co O UYING AREA --� . 1430 sq ft Fo i_ s DUILD SET FIRST FLOOR ELECTRICAL PAGE SCALE: 1/4"= 1 FOOT Li W. (ft) (ft) (ft) ObA) (ft) ' to a Air t8 vj Gp 264 i � # WA- CQ= ftz" is A&AwysMM& 'mf.x WNW W, wm M0400 FACIM. s n0- G AT Pm& EDGES ANDSHEAR WALL CALCULATIONS m ,w--POR-1's: E3. .. OR 's � Aft WE *AT 7/"" on FOR FIRST STORY WALLS . t S AT tf' Sheet Ate / j.� 10" o �a pr ' �. of tot 511 e.ar►r W a� s Rha ,�s For ��7 �t-�r�„ ��S d _ Fc)r t�►aQ Q © , -�o�,.Q s = t.5 t e I6�`f/ w�2� w�i �.� C lbs/ FL) —� 1 or G 11 I L fl oN /12 '�! S oQ Cc,rwvt�Ltf� K t CAL J BEDROOM` -"BEDROOMZ 4v 0 ® OATH --r BEDROOM 0 w x7- `s PAGE 1 „4)ate: 04/03/2002 MANNING BUILDING SUPPLY LOG # : B0267F TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: $,"Address : 2440 South Beach Parkway Address : LOT 18 HIDDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: MST/KA ---------------------------------------------------------------------- �tyl Span ( LO.Ht I O.H. I Description -------------------------------------------------------------------------------- 1 12' 6"8 0 ' 0 ' PW1 3 12 ' 6"8 0 ' 0 ' F1 2 15 ' 9"8 0 ' 0 ' F2 1 16' 4" 0 ' 0 ' F3 6 16' 4" 0 ' 0 ' F4 1 15 ' 0"6 0 ' 0 ' F5 1 13 ' 0"6 0 ' 0 ' F6 t�, 1 11' 0"6 0 ' 0 ' F7 4 10 ' 11"8 0 ' 0 ' F8 1 10 ' 11"8 0 ' 0 ' F9 ** Beams ** 2 32 BM1 GPLAM 16" 2 8 BM2 GPLAM 16" 1 10 BM3 GPLAM 16" ** Hardware Floor ** 17 I THA422 SY42 Hanger 3 J SUR410L Face Mt 3 . 5/45 ' Skew L 2 S HGUS412* 2-ply GPLam Hanger ------------------------------------------------------------------------------- 21 - Trusses 22 - # of Hardware 0 - # of I-Joist 0 - Piggy' s ►, 0 - Jacks 5 - # of Beams 0 - # of Rim Board --------------------- 21 - Total Trusses RAISED SEALS c.o 12 . ..8 9 ' 6 -3 PW1 F1 00 F2 BM3 4'4 11"3 M 2 4'7-5 0 Co w H 3'4„8 BM 1 3'41-8 14 28 ' 3 ” 14 ' J " :: r.. :. 1 ,. V'.- t . t, - _ U V t r t_ �. MANNING BUILDING SUPPLIES KEVIN ASHWORTH 21 Mar 2002 3:09 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark# : BEAM 1 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 0360 TL= 0240 Composite Action : No 3.5", 565 psi psi so LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Roof.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape OStart @End QStart O-End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 awl 10-5" 10'9's.c.-FLOOR 2 Span Carried(psf) 55 40 100% 0 1016, 29-0" 16 T's.c.-FLOOR 3 Partial(pM 110 0 100% 0 0.9.. 29-0" WALL 4 Trapezoidal(pM 60 150 43 107 125% 0 0.9.. 5-9- CJ 5 Trapezoidal(plf) 180 60 131 44 100% 0 27 0" 29 0" CJ ,40 6 Concentrated(lbs) 500 357 125% 0 0.9. HJ 7 Concentrated(lbs) 650 464 125% 0 29 0" HJ 8 Concentrated(lbs) 2000 1429 125% 0 270" ROOF _..- 9 Span Carded(psf) 42 30 125% 0 S 0" 10-5" 1 a 9"s.c.-ROOF 10 Span Can ied(psf) 42 30 125% 0 1016, 25 0" IV T's.c.-ROOF 11 Span Carried(psf) 42 30 125% 0 a 0" 31'0" V 5"s.c.-ROOF Uniform(plf) 15 0 0 0 31-13" Self Weight 'Dimensions measured from lett end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 3 4 5 Max R'n 338 7396 8812 12388 3642 Min R'n -1542 2910 2933 4005 1167 DL R'n -353 2910 2933 4005 1245 Min Brg(in.) 1.50 3.00 4.46 4.72 1.84 [Based on bearing stress below] Brg Str(psi) 565 750 565 750 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 4644 4 1'T' 76 13300 125% 0.35 M(fl-lbs) 10788 4 5'9" 73 44445 125% 0.24 LtRn(lbs) 338 0 0.9. 72 6921 100% 0.05 See Note#5 RtRn(lbs) 3642 0 31'0" 73 6921 100% 0.53 See Note#5 IntRn(lbs) 12388 0 20'10" 76 14438 100% 0.86 See Note#5 LLDefl(in.) 0.07 4 5'1" 73 0.34 01756 TLDefl(ln.) 0.10 4 511.. 73 0.51 U1162 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,PNes selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verMed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads d duration factors that produces tie highest stress natio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rhe from Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be varMed(by others). go 7.When required by the building code,a registered design professional or building official should verily the Input loads and product application. L This engineered lumber product has been sized for residential use.A concentrated load checl4 per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 10.Verify that load Is applied at top or equally from both sides. 11.Nall plies together with 16d nails Q 12"do along top and bottom edges and thm center.Nall from alternate faces.2"from edges. 12.Max0in reactions are based on the applicable load combinations outlined in the notes.Summation of miWmin reactions for various DOL may not match total maxhnln reaction. pa 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. MANNING BUILDING SUPPLIES KEVIN ASHWORTH 26 Mar 2002 8:10 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBearn®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark# : BEAM 2 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi i LOADS Project Design Loads:Fioor Live=40 psf,Dead=15 psf, Roof.'Live=30 psf,Dead--12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape O-Start O-End @Start MEnd Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 901, T 11" 15'0"s.c.-F5 s 2 Span Carried(psf) 42 30 125% 0 a 0" T 11" 15 0"s.c.-G5 3 Span Carded(psf) 42 30 125% 0 0'0!' T 11" 24'3"s.c.-135 4 Uniform(plf) 110 0 100% 0 010" T 11" WALL Uniform(plf) 15 0 0 0 T 11" Self Weight so 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) - 1 2 _.. Max R'n 5389 5389 Min R'n 1871 1871 DL R'n 1871 1871 Min Brg(in.) 2.72 2.72 [Based on bearing stress below] Brg Str(psi) 565 565 �. DESIGN c Value Span x Group Allow LDF Ratio V(lbs) 3375 1 651, 71 13300 125% 0.25 M(ft-lbs) 10665 1 V 12" 71 44445 125% 0.24 LtRn(lbs) 5389 0 a 0" 71 6921 100% 0.78 See Note#5 RtRn(lbs) 5389 0 T 11" 71 6921 100% 0.78 See Note#5 L.LDefl(in.) 0.05 1 V 12" 71 0.26 1-12073 TLDett(in.) 0.07 1 3'12" 71 0.40 U1354 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM trill Georgia-Pacific Corp. NOTES: 1.Designed In accordance with Allsdanal Design Specti►eadons for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at fire bearing location nearest each end of the member.Continuous lateral support required thr compression edge 3.Loads have been Input by the user and have not been verMed by Georgia-PacMc Engineered Lumber Technical Swvkes. A Design valid lbw dry use only. rr.This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from Supports I section above 6.Bearing length based on design material,support material capacity shall be verifled(by others). ' 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumber product has been sized for residential use A concentrated load check,per the!wilding code,must be performed 1br commercial uses. ps 9.Venify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12-o%along top and bottom edges and thm center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. " MANNING BUILDING SUPPLIES KEVIN ASHWORTH 26 Mar 2002 8:11 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam(D Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark#: BEAM 3 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi t 3.5", 565 psi i LOADS Project Design Loads:Floor.Live=40 psf,Dead--15 psi Root.Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape O—Start O—End V—Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 110 0 100% 0 90" 4'4" WALL lap 2 Span Carried(psf) 42 30 125% 0 go" 44, 268"s.c.-D4 3 Span Camled(psf) 55 40 100% 0 0'0" 4'4" V 2"s.c.-F2 Uniform(pif) 15 0 0 0 4',V Self Weight 'Dimensions measured from left`end when s an#is 0,otherwise,from left end of the s eciBed span. SUPPORTS(lbs) - 1 2 _ Max Wn 1626 1626 _ Min Wn 655 655 DL Wn 655 655 ae Min Brg(in.) 1.50 1.50 (Based on bearing stress below] _ Brg Str(psi) 565 565 Value Span X Group Allow LDF Ratia V(lbs) 516 1 1'6" 71 13300 125% 0.04 M(ft4bs) 1762 1 2'71 71 44445 125% 0.04 LtRn(lbs) 1626 0 0'0" 71 6921 100% 0.23 See Note#5 RtRn(lbs) 1626 0 4'4" 71 6921 100% 0.23 See Note#5 ! " LLDefl(in.) 0.00 1 2'2" 71 0.14 U14662 TLDefl(in.) 0.01 1 7 7' 71 0.22 U8757 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Pfres selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: I.Designed in accordance with National Design SpecMcatlons for Wood Construction and applicable Approvals or Research Reports. 2.Provide h0ral support at the bearing location nearest each and of the mmuber.Continuous lateral support required for compression edge 3.Loads have been Input by the user and have not been verMed by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid lbr dry use only. &This reaction Is based on the combination of loads 6 duration factors that produces the highest stress redo and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports,section above &Bearing length based on design material;support material capacityshaN be verMed(by others). 7.When required by the building code,a registered design professional or building official should venTy the Input loads and product application. d.This ang/neered lumber product has been sized fir residential use A concentrated load checly per the building code,must be performed for commercial uses. 8.Verify that load Is applied at top or equally from both sides. 10.Nall plies together with 16d nails C 12"do along top and bottom edges and thru center.NON from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout, (B0267F F7) 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 L1240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4-6-3 � 24" f 4-6-3 � r 511 Typ. W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 TT 1-4-0 1 4-0 +8-1-2 W2X4III W3X5= W3X3- W1.5X4 III W3X5= W2X4III W1.5X4 III W3X3= fE 11-0-6 Over 2 Supports —� R=621 R=593 PLT TYP. Wave TPI-95 Design Criteria: TPI STD) _ 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPP?NG, f1.STnLLIdr, AND T C L L 40.0 P S F R E F R151-51534 ORACI NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO Dft.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �"t� TC DL 10.0 P S F DATE 0 3/22/O 2 PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAV, PR 0HEM LY A;19C HED �`" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��pp'� _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIkE ENGINEERED : �� BC DL 5.0 PSF DRW HCUSR151 02081080 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; A!'.Y FA IL j,:.E. (0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1N ST ALLING A" •42 04 B C L L 0.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDi (N;. IONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A;FINE •� f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CE PT AS NOTED. APPIY CCk1,FCIORS 1, I �1 C OF a� T 0 T.L D. 5 5.0 P S F S E 0 N - 31052 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS .'tR %% �O R,Op�f DRAWINGS 160 A Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. I GINF;LM.NG I �`'w.�R19. D U R.FAC. 1.00 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH;s llalIIeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ap �� S P A C I N G 2 4.0" FLCertificateofAuthorizationl1567 ANSI/TPI 1-1996 SECTION z. (B0267F - PW1) 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 210 PLF at 0.00 to 210 PLF at 12.54 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 12.54 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. W3X5= W3X5 T T 1 4-0 1-4-0 �L +8-1-2 W2X4 III W3X3 W3X3= W2X4 III 12-6-8 Over Continuous Support J R=220 PLF W=12-6-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R 1 5 1--51535 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT'_ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � /_ TC DL 10.0 P S F DATE 03/22/02 w •I� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��(!" �' B C D L 5.0 P S F D R W HCUSR151 02081081 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TD * BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO 4 = BC LL 0.0 P S F HC-ENG E J R/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONE OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TA TOT.L D. 5 5.0 P S F S E A N - 31025 CONNECTORS ARE MADE Of 20GA ASTM A653 R4 C 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TATt• Q� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1& F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•'• CR/G `� D U R.FAC. 1.O O FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �•••w •' Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER q pr �,� SPACING S E E ABOVE FL Certificate ofAuthocizationN567 ANSI/TPI 1-lues sec oN z. (B0267F - FI) 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. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-3-4 24" 51-3 5" Typ. W3X5 W1.5X4(R) - W3X3= W3X3= W3X3= W3X3 = W3X5 W1.5X4(R) 1 0-8 1-0-8 1-4-0 If +8-1-2 W3X5= W3X3= W1.5X4 �� Wl.5X4 III W3X3= W3X5 W2X4 III W2X4 III I Q� 12-6-8 Over 2 Supports J R=690 W=3" R=690 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _^r 19.54 OTY:3 FL 3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. IKSTALLING A T G L L 40.0 P S F R E F R151-51536 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IT n BESS PL^..E tl• INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53119), FOR SAFETY PRA ISE£ PR[CR TO MM PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED T C D L 1 0.0 P S F DAT E 03/22/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••� �• —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIflfFRED :(t tt�;�j BC DL 5.0 PSF DRW HCUSR151 02081083 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING .AND y B C L L 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (aA TIC NAL DF St GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 0.�-PI WE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C4NNfCTORS TO 'c OF�►t, TOT T.L D. 5 5.0 P S F S E O N - 31027 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTERS PER G U R.FAC. 1.00 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO FE SSIUNAL EN(:1 NEER IN�� `•yyN.•• Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USt CF ThIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FtR Apr S P A C I NG 2 4.0" FL Certificate of Autllorization#567 ANSI/TP1 1-1995 SECTION 2. (B0267F - F2) 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. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3-6 24" -6-2 J 5" Typ. W3X5= W3X3= W3X3= W3X3= W3X3= W3X5=— W3X3=— W3X5 W1.5X4(R) - T0 1 0-8 1 LNnz7!NZ +8-1-2 W3X5= W3X3= W1.5X4 III W1.5X4 III W3X3=— W3X5 = W3X3= 142X4 III W2X4 III W3X5 12-5-4 rE 15-9-8 Over 3 Supports =� R=632 W=3" R=1135 W=3.5" R=124 PLT TYP. Wave TPI-95 Design Criteria: TPI STD ^ 19.5d QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANC ~– T C L L 40.0 P S F R E F R 1 5 1--51537 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI DR To {� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPLRLY ATTACHED ..�. TC DL 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,• �ilFl �I `IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE tNGINEERED :�• ��' BC DL 5.0 PSF DRW HCUSR151 02081085 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANr FAIL UI TO (C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAILiNG AND Ow 431704 : B C L L 0.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN fONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT1ONAi DESIGN r� 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP'NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1�.�'C QF yr. T 0 T.LD. 55.0 P S F S E A N - 31029 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �`OA �V DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OFJ%9 D U R.FAC. 1.00 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER APF' A,„E SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (B0267F - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.28" DL: 0.25" RECOMMENDED CAMBER 3/8" SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 390 PLF at 0.00 to 390 PLF at 16.21 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 16.33 H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W6X8 1 " Typ W1. 5X4 W2X5 III W6X12 = W6X10 = W5X7= W4X4= W5X7 = W6X10 = W6X8 W1.5X4 1 0 W5X8 1-0-8 ,8-1-2 W8X8= W8X12 = W8X8= W6X6 = W6X6 = W8X8= W8X12 W5X8 III 16-4-0 Over 2 Supports I R=3267 R=3217 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151-51538 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q_ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Sf **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ; BC DL 5.0 P S F D R W HCUSR151 02081 086 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o.,'270 ' B C L L 0.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN I 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO }, STATE or- T 0 T.L D. 5 5.0 P S F S E 0 N - 31035 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �L*,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESSIONAI ENGINEERINGOOP� D U R.FAC 1 .00 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THISE�w,� flames CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr a�. S P A C I N G S E E ABOVE FL Certificate ofAuthori7Htion#567 ANSI/TPI 1-1995 SECTION 2. (B0267F - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 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 L1240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS, TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES, REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS, 7-2-0- -- 24" 7-2-0 _I 5" Typ. W5X7= W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = W4X4 W1.5X4(R) 1-4-0 1-0-5 +8-1-2 W2X4 III W5X5= W3X5= W3X3= Wl.5X4 III W3X5 - W5X5 W1.5X4 III W3X3= W2X4 III IE 16-4-0 Over 2 Supports J R=898 R=898 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d OTY:6 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO - TC LL 40.0 P S F R E F R151- -51539 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSG "LATE INSTI TOTE, 583 0 ONOFRIO DR., SUITE 200, MADISON, WI 53)19), FOR SAFETY PRACTICES PRIOR TO i«•', T C D L 10.0 P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER!.Y ATTACHED �r �• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINr ENCINt ERED Atm BC DL 5.0 PSF DRW HCUSR151 02081090 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 .42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WI7k TPI; OR FABRICATING, HANDLING, SNIPPING, INS ALl.i.i AND * B C L L 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AilON AL HLSIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1'j� STATE()F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNLCTOR, TO �y ytLc, T 0 T.L D. 55.0 P S F S E Q N - 31037 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 011 �v DRAWINGS 160 A-U THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFFRING `'+-•w..-� D U R.FAC. 1 .00 FR0M KA Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A(E Itallles C1ty,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE 8UIf.D ING DESIGNER, PER {• FL Certificate ofAuthorizationg567 ANS tITP1 1-199s secnoN z. APr SPACING 24.0" (B0267F - F5) 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. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. I 6-6-3 24 -6 'I 5" Typ. W3X3 W3X6= W3X3= W3X3= W1.5X4 III W1.5X4 III W3X3 W5X7 1T 0 1T 0 +8-1-2 W2X4 III W3X6= W3X3= W3X3= W3X3= W3X3 = W5X5= 142X4 III 15-0-6 Over 2 Supports J R=841 R=813 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, INSTALLING AND T C L L 40.0 P S F R E F 8 1 5 1--51540 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT'. '` INSTITUTE, 503 D UNCTION OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.�� T C D L 10.0 P S F DATE 03/22/02 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP ERLV ATT ACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : �(��y., **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE E'lED fG �`�: BC DL 5.0 PSF DRW HCUSR151 02081093 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO {C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 1 B C L L 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PR ISI0 NS OF NDS (NATIONA, DL'IGN + �� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF TOT.L D. 55.0 P S F S E A N - 31039 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS T, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER „ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .».r..• D U R.FAC. 1.00 �ROM �A �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A SPACING 2 4.0" FL Certificate of Authorization 9 567 ANSI/TPI 1-1995 SECTION 2. (B0267F F6) 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. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 24" 5-6-3 5-6 'I 5" Typ. W1.5X4 III W3X3 W3X6= W3X3- W3X3= W1.5X4 III W3X3= W3X6 T T 1 4-0 1-4-0 +8-1-2 W2X4III W3X5= W3X3- W1.5X4 III W1.5X4 III W3X3 W3X5- W2X4III W1.5X4 III W1.5X4 III 13-0-6 Over 2 Supports 3-1 R=731 R=703 PLT TYP. Wave TPI-95 Design Criteria: TPI STD ' _ _19.5c� OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I-- Y T C L L 4 O.O P S F R E F R 1 5 1--51541 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRL5S PL ATF r.. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �Yh TC D L 10.0 P S F DATE 03/22/02 PERFORMING TM ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC HID I •., STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t '' ,� _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j` �� B C D L 5.0 P S F D R W HCUSR151 02081096 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 42�y4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINC AND B C L L 0.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF,`.I GN q SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE A 4F CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 '' +W� {:P ` TOT.L D. 55.0 P S F S E ON - 31041 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERK�QR'O: �V D U R FAC. 1.00 F R 0 M IC A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFE SSIDNAL ENGINEERING �.y �. Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��f9 � Haines CiTy,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p( SPACING 2 4.0" FL Certificate of Authorization#567 ANS17TPI 1 IBES SECTION 2. (B0267F - F8) 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. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1 4-1-4 C4328 24" 0 4-1-4 1 f 5" Typ. Wl.5X4 III W1.5X4 III W1.5X4(R) W3X5= W3X3= W1.5X4 III W1.5X4 III W3X3= W3X5 1T 0 1-0-8 ,8-1-2 W2X4 III W3X5= W3X3= W1.5X4 III W3X5 W2X4 III W1.5X4 III W3X3= fE 10-11-8 Over 2 Supports J R=603 R=603 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5'J Q1Y:4 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--5 1 5 4 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL,,TE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRION TO. PE RE 0RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR 0PERLY ATTACHED TC DL 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIBC DL 5.0 PSF DRW HCUSR151 02081098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ONE T;; 42704 - ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO B C L L 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYI SIGNS OF NOS (NATIONAL DL SIGN { SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GAILY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOEACH ATE O T 0 T.L D. 5 5.0 P S F S E 0 N - 31046 E:Z DRAW I NGSE160 AOF RZ SS, AND ES E A L UNLESS O NT THIS DRAWOINGT I NDED OC AT ESS ADC EP TANCEESIGN 00 FT Pft0 FEION S CONNECTOR ONAENG I NEERINC •PERS R •" D U R.FAC. 1.00 FR0M KA Alpine Engineered Products,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF TNIS 7"'•'•N IHameS Cn',FL 33$QQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r Wl��w SPACING 2 4,0" FL certificate of Authorization#567 ANSI,TPI I-01995 'SECTION 2. (B0267F - 179) 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 #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 360 PLF at 0.00 to 360 PLF at 10.83 H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. BC From 10 PLF at 0.00 to 10 PLF at 10.96 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 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. W6X6 1 Typ W2X5 III W6X8= W5X5 = W4X4= W5X7 = W6X6 W1.5X4(R) ZZA 1 4-0 1-0-8 -7F 1 2 W4X4= W5X7= W3X3= W3X5= W5X8= Wl.5X4(R) W3X3 III iE 10-11-8 Over 2 Supports —) R=2028 R=1981 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING, ANO T C L L 40.0 P S F R E F R 1 5 1--51543 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATO _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,per TC DL 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l• /�"; B C D L 5.Q P S F D R W HCUSRISI 02081106 PRODUCTS, INC. SHALL NOT BE RCGPONS[BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI LITRE TO s ��j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO o. 704 4 B C L L 0.0 P S F HC-ENG E J R/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIE CAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT ID N) AND TPI. ALPINE 7� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �`!A" a� �• T 0 T.L D. 5 5.0 P S F S E Q N - 31050 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �C'0 p�N s•' D U R.FAC. 1 .0 0 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINf, Vfi 0 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ..,,.r•' Hamas City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A pi' S P A C I N G S E E ABOVE FLCcrtIf�CHtaofAuthorization/ 567 ANSI/TPI 1 1995 SECTION 2. TOP CHORD 4X2 SP #1 SYSTEM42 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 SYMMCONTINUOUS TO FOUNDATION. ABOUTI 24") 1 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 2�� MAXI 8'0" STUD WALL (110 PLF) 1 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION OR W=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION LW=3X4 MAX 8,0„ STUD WALL (110 PLF) vi 17'2" 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 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 SYMM I � 16" 16" 8'O'" STUD WALL (110 PLF) ABOUT+ MAX MAX 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, I OR 47 PSF AT1.33 DURATION � 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 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. 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 sTAGGEFtED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275 DLING, SHIPPING, INSTALLING AND BRACING. REFER TU. TRUSSES REQUIRE EHIB 9ME 1RHANDLIN INGIINSTALLINGNAND BRACING), PUBLISHED �j TC LL 40.0 PSF REF SY42-FLOOR GABLE BY TPI (TRUSON, WE 53719) FOR SAFETY PRACTICES PRIORSS PLATE S TO PERFORMING THESE F583 D'ONOFRIO UNCTIONS,SUITE 2 UNLESS 00, I OTHERWISE INDICATED, M. DL, 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,• ••• HAVE A PROPERLY ATTACHED RIGID CEILING. �•' L 5.0 PSF DRWG GBLSY42AO699 •*IMPORTANT ■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS7 ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 4 C L 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA 1, ST�T� or ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED LIN THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �R,�• FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ` RESPONSIBILITYD0,ST HE BUILDING DES IGNER,OPERNANSI/TPI IL 1995 USEC TINI 2 THE „ r, UZ t�`� PACING SEE ABOVE TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOD GABLE BOT CHORD 4X2 SO. 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. AB UTI - 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 21 1 24" MAXI 1 8'0" STUD WALL (110 PLF) WITH 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 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 LENGTH AS REQUIRED NJ BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOD GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 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" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION i f� ►j f� �1 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 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 1-6-0 H) 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. 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, -d--m 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 657,275B IN TALLING ANDRBRACING. REFER TOE EHIB-91 (HANDLINGIINSTALLINGNAND BRACING), PUBLISHED ��• TC LL 40.0 PSF REF SY42 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, M. DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL DL 5.D PSF DRWG GBLSY42B0699 HAVE A PROPERLY ATTACHED RIGID CEILING. .•'` •�••� •IMPORTANT*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE j•' ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7 ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. 4 L 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH y. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. 55.0 PSF ASTM A653 GR40 GAL V, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 4 STATS Or- ALPINE F ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS ❑THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL `•.<aR1OP FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ""••..•M•�` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A.r 11� �� ACING SEE ABOVE PAGE 1 date: 04/03/2002 MANNING BUILDING SUPPLY LOG #: B0267 TRUSS DIVISION JOB #: JACKSONVILLE ',alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name : ?"Address : 2440 South Beach Parkway Address : LOT 18 HIDDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: MST/KA -------------------------------------------------------------------------------- €r Left Right Qtyl Span O.H. f O.H. I Description ----------------------------------------- --------------------------------------- 1 20 ' 2 ' 2 ' Al 5 20 ' 2 ' 2 ' A2 1 20 ' 2 ' 2 ' A3 2PLY x°'13 314118 2 ' 0 ' A4 1 14' 8" 2 ' 2' B1 6 1418" 0 ' 2 ' B2 1 14' 8" 0 ' 2 ' B3 1 13 ' 4" 2 ' 2 ' C1 2 13 ' 4" 2 ' 2 ' C2 2 13 ' 4" 2 ' 0 ' C3 1 21 ' 10118 0 ' 0 ' D1 4 21' 10118 0 ' 0 ' D2 2 2118118 0 ' 0 ' D3 4 25 ' 8" 12 2 ' 0 ' D4 1 2413113 2' 0 ' D5 1 22 ' 3"3 2 ' 0 ' D6 1 8 ' 8" 2 ' 2 ' E1 1 8 ' 8" 2 ' 2 ' E2 2 812118 2 ' 0 ' E3 1 812118 2 ' 0 ' E4 0 1 812118 2 ' 0 ' E5 1 8' 2' 8 2 ' 0 ' E6 1 812118 2 ' 0 ' E7 1 8' 2'18 2 ' 0 ' E8 1 25 ' 81112 0 ' 0 ' PIGGY 2 ' SB D4 1 25 ' 81112 0 ' 0 ' PIGGY 4 ' SB D4 1 25 ' 8" 12 0 ' 0 ' PIGGY 6 ' SB D4 1 25 ' 8" 12 0 ' 0 ' PIGGY 8 ' SB D5 1 25 ' 81112 0 ' 0 ' PIGGY PEAK D6 1 21' 10"8 0 ' 0 ' PIGGY PEAK D1 6 21' 10"8 0 ' 0 ' PIGGY D2-D3 ** Hardware Roof ** 0„17 A HUS26 1-ply Truss Hanger 2 F SUR210 1-ply Truss 45 ' Skew R 3 UL4 MTS12 12" Twist Strap - -------------------------------------------------------------------------------- 56 - Trusses 22 - # of Hardware 0 - # of I-Joist 12 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 68 - Total Trusses RAISED HEADER D1 IT Lij Ll L, Ll coLj m WALL IN I I III rl r, LEDGER i ^' ,Xj D4 v- --�. N 05 i i 0 N ' cl IE Q3 A4 22' S' g" �=6. 45 . 8" 17 . 4 .. _ HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265(. (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76 (6) 16d (6)10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7)10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5) 10d+(7)10d HIP JACK I THA 422 363 414 155 (22) 16d (6)10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M I MIT 316 240 (12) 10d X 1.5 (2)10d X 1.5 I-JOIST N SUR/L 310 1860 178 72 (14) 16d (6)10d X 1.5 I-JOIST 0 SUR/L 314 239 179 96 (18) 16d (8)10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) lOd X 1.5 I-JOIST Q HU 11 218A 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 6840 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 10640 875 (56) 16d (36) 16.d 2 PLY LVL V HUC 412 6102 6801 310 (56) 16d (36) 164 2 PLY LVL W HGUS 5.25112 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 953 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2)10 d TRUSS UL2 H16 NA NA 160 (10)10d (2)10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2)10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 199 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 450 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 RUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS ale ° SUR/SULMSURMSUL HANGERS S° Standardized 45°skewed hangers,angled slots direct nails to allow proper installation. 00= MATERIAL:SUR and SUL-16 gauge;HSUR and HSUL-14 gauge l - _ FINISH:Galvanized yipi� INSTALLATION:°Use all specified fasteners.See General Notes. I' °These hangers will normally accommodate a 40°to 50°skew. °Illustration shows left and right skews SUR/L(SUR=skewed right;SUL=skewed left). °The joist end may be square cut or bevel cut. -Web stiffeners required for 1-joist application. Typical SUR /►, OPTIONS:°Available with the A2 flange turned in on the 2-2x and 4x models only Installation B\ (see illustration). with Square Cut I �/ °To order,add"C"(for concealed)to the product name. Joist (HSUR similar) °For example,specify HSURC46,HSULC46,SURC46,or SULC46. 45° CODES: ICBG 5117 and 5357;City of L.A.RR 24947(SUR/L). �A J A, .�A,� 0 0 a , o � o 0 A2 a o a 7 B c A • 6 • /'A . 45° m + Typical SUL Installation HSULC with Square Cut Joist f•1 Available for 2-2x (HSUL similar) SUL - HSUR and 4x models only Dimensions Fasteners Allowable Loads DF/SP Species Header SPF Species Header Joist Size No81 Uplift Upilft Roof Roof W H 8 Al Az Face Joist (133) (160) Floor Snow Const Floor Snow Const. (100) (115) (125) (100) (115) (125) 2x4 SUR/1-24 1% 3y 2 1A I Y,, 4-16d 4-10dx1y 450 450 530 610 665 460 530 575 2X6,8 SUR/1_26 1% 5 2 1A 1% 6-16d I 6-10dxiy 720 765 800 960 1000 690 795 860 1yx9A-12 SUR/1_210 1y, 8% 2 ly 1% 10-16d 10-10dxly, 1200 1250 1330 1530 1660 1150 1320 1440 1yx10-16 SUR/1_214 1% 10 2 iy 1% 12-16d 12-10dx1y 1440 1730 1595 1835 1995 1380 1585 1725 2y2 X 9 -14 SUR/1_310 2% 8%, 2% 1Y2 2 14-16d 6-10dx1y 720 765 1860 2140 2330 1610 1785 1785 z 2 x14-20 SUR/1_314` 255a 13 2% 134 2.' 18-16d 8-10dx1y 960 1150 2395 2500 2500 1795 1795 1795 o (2)2x6,8 SUR/1_26-2 3;J 4% 2'/„ 1A 2% 8-16d 4-16dx2y 710 815 1065 1225 1330 920 1005 1005 (2)2X6,8 HSUR/L26-2 3X 4% 2%6 lA 23/i, 12-16d 4-16dx2y 715 815 1610 1850 2000 1390 1600 1740 22x9 14 SUR/L210-2 3Y, 8'Xe 2'/e 1Y. 2�(, 14-16d 6-i6dx2y 1065 1275 1860 2140 2330 1610 1850 2010 J 2-2x9 -14 HSUR/L210-2 3Ye 1 8'X, t 21X6 1A 23X6 20-16d 6-16dx2y 1 1070 1285 2680 3080 3350 2320 2670 2900 e Z 2-2x14-20 SUR/1_214-2 3Ye 12'X, 2-% 1 A 23,{6 18-16d 8-1 6dx2y 1430 1700 2395 2500 2500 1795 1795 1795 2-2x14-20 HSUR/L214-2 3y 12% 27.46 1A 2% 26-16d 8-16dx2y 1430 1715 3485 4005 4355 3015 3470 3770 46,8 SUR/1_46 3916 43/ 27/(6 1 2% 8-16d 4-16d 710 815 1065 1225 1330 920 1005 1005 46,8 HSUR/L46 3916 43/, 27% 1 2% 12-16d 4-16d 715 815 1610 1850 2000 1390 1600 1740 3 x 9y4-14 SUR/1_410 3% 8y 27X, 1 2% 14-16d 6-16d 1065 1275 1860 2140 2330 1610 1850 2010 i 3 X 9 14 HSUR/1_410 3WS 8y 2�(6 1 23X6 20-16d 6-16d 1070 1285 !2395 680 3080 3350 2320 2670 2900 3y,x12 -20 SUR/1_414 3% 12y 27/16 1 2X6 18-16d 8-16d 1420 1700 2500 2500 1795 1795 1795 N3 x12, 20 HSUR/1_414 3/6 12y 2�/61 2% 26-16d 8-16d 1430 1715 485 4005 4355 3015 3470 3770 ! T 1.Uplift loads have been increased by 33%and 60%for earthquake 2.Roof loads are 125%of floor loads unless limited by other criteria. '• or wind loading with no further increase allowed;reduce for Floor loads may be adjusted for other load durations according to — other load conditions as required by code. the code,provided they do not exceed those in the roof column. 61 FF-1w, TWIST . Twist straps provide a tension connection between two wood ,embers.They resist uplift at the heel of a truss economically. a- e 3•bend section eliminates interference at the transition MTS Installation o. as a Truss-to- ints between wood members. Top Plate Tie MATERIAL:LTS-18 gauge;MTS-16 gauge;HTS-14 gauge . 10" PISH:Galvanized.Some products available in stainless ;15" steel and Z-MAX;see Corrosion-Resistance,page 5. $} STALLATION:Use all specified fasteners.See General Notes. CODES:BOCA,ICBG,SBCCi NER-413(except HTS); Dade Co.FL 99-0713.05(MTS). K O 1'r 2 Fasteners' Doug-Fir-Larch/So Pine Spruce-Pine-Fir LTS12(other 15„ Allowable Uplift Loads Allowable Uplift Loads sizes and �dodel L Avg MTS similar ;3 No. Ult 10d 10dx1Yz 10d 10dx1y" 10d 10dx1Y" (133/160) (133) (160) (133/160) (133) (160) 'S12 12 12-10d 12-10dx1y 2383 775 720 720 665 620 620 LTS16 16 T12-1Od 12-10dx1y, 2383 775 720 720 665 620 620 S18 18 12-10d 12-10dx1y, 2383 775 720 720 665 620 620 ° MTS30 tt S20 20 12-1Od 12-10dxiy 2383 775 720 720 665 620 620 ,.TS12 12 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 ,>; y .. .;; MTS301" MTS16 16 14-10d 14-10dxiy, 3116 1000 840 1000 860 730 860 fS18 18 14-1Od 14-10dx1y, 3116 1000 840 1000 860 730 860 . TS20 20 14-10d 14-10dxly 3116 1000 840 1000 860 730 860 r MTS30 30 14-10d — 3092 995 — — 720 — — TS24C 24 14-10d 14-10dxty 3116 1000 840 1000 860 730 860 TS28C 28 14-10d 14-10dxiy 3116 1000 840 1000 860 730 860 u _ ;.,TS30C 30 14-1Od 14-10dx1y 3116 1000 840 1000 860 730 860 HTS16 16 16-10d 16 10dxlY 4430 1260 1005111501 1085 865 990 - ,PwS20 20 20-1Od 24-10dx1y 4430 1450 1450' 1450 1245 1245 1245 `. « ` "S24 24 20-1Od 24-1Odx1y 4430 1450 1450 1450 1245 1245 1245 s HTS28 28 20-1Od 24-10dxlY 4430 1450 1450 1450 1245 1245 1245 Typical �. 530 30 20-10d 24-10dx1y 4430 1450 1450 1450: 1245 1245 1245 MTS30 S30C 30 20-10d y 24-10dxl4430 1450 1450 1450 1245 12451 1245 installation ;f, 1.LTS12 thru LTS20,MTS16 through MTS30,HTS24 through 4.All straps except the MTS30 and HTS30 HTS30C(except HTS30)have additional nail holes. have the twist in the center of the strap. 20stall half of the fasteners on each end of strap to achieve 5.Twist straps do not have to be wrapped over 11 loads. the truss to achieve the load. tads have been increased 33%and 60%for earthquake MTS30 Installation or wind loading;no further increase allowed. with I-joist Rafter HHHEADER HANGERS For fast,accurate installation of door and window headers and u_er cross member details.HH header hangers can speed up the job, i✓3'y" �W strengthen the frame,and eliminate the need for trimmers. '' r %ITER1AL:16 gauge. t !ISH:Galvanized r"Oil � H ° f JALLATION:Use all specified fasteners.See General Notes, a" CODES:BOCA,ICBO,SBCCI NER-413;City of L.A.RR 25119; F4 Dade Co.FL.00-0926.01, HH4 Mod I Fasteners Allowable Loads F' Down e W H Avg (100) (133) 3 Stud Header Ult F, Fz F3 I F4 HH Load Directions ni4 3Y22'X8 9-16d 4-16d 6697 1195 710 710 1085 - v HH6 5K 5Ye ,12-16d 1 6-16d 6697 1 1595 10651 1065 11085 I Loads may be increased up to 25%for short-term loading in accordance with the code. a}" 21/2'minimum lumber thickness is required to achieve the full load. -' Typical HH Installation 135 02 r � PlatedFACE MOUNT HANGERS - Truss Products Min. Fasteners Doug-Fir Larch/So.Pine Spruce-Pine-Fir Model Allowable Loads Allowable Loads No. Heel HUS26 with Reduced Heel Height PooHeight Carrying Carried Uplift Floor Snow Root Uplift Floor Snow Roof Member Member (133) (100) (115) (125) (133) (100) (115) (125) 31/2 6-16d 4-16d 1135 1265 1455 1580 925 1050 1210 1315rA- HUS26 31/2 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 4% 14-16d 6-16d 1,950 2565 2950 3205 1465 2210 12490 2540 aaa fj ` Model Mm. Dimensions Fasteners No. Heel Ga Carrying Carried Height w H B Member Member SINGLE 2x SIZES 'o* LUS24 2 6 18 1� 3y 13/, 4-10d 2-10d Typical HUS LUS26 4y, 1W6 4% 13/, 4-10d 4-10d Installation 'w ^ HUS26 4% 16 1% 5% 3 14-16d 6-16d with Reduced HGUS26 4y 12 1% 5% 5 20-16d 8-16d Heel Height HGUS28 5y 12 1% 7X6 5 36-16d 12-16d LUS28 4% 18 1% 6% 13/, 6-10d 4-10d A!wI HUS26 I 6y 16 1 7 1 3 1 22-16d 8-16d (Truss Designer to provide fastener quantity LUS210 4y, 18 1W. 71J/18 1/ 8-10d 4-1od for connecting multiple members together) HUS210 8% 16 1% 9 3 30-16d 10-16d Madel Avg Doug Fir-LarchAltowabla Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. Ull Uplift! Uplifts :.;Floor .Snow Roof Uplifts I Uplift Floor Snow Roof Uplifts Uplifts Floor Snow Root "j J-4) (125); (133) (160) (100) (115) (125) (133) (160) (100) (115) 1 (125) SINGLE 2x SIZES no LUS24 3850 465 490 640 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 1 780 935 700 805 875 HUS26 10000 _1550:: 1550„2565 , s2M3205: 1550 1550 2785 3200 3325 1465 1550 2210 2490 2540 HGUS26 14178 13425:: 1� 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 „17 ',1755' 50ft5 5055 505 . 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 7750 =1115 .11 ')470 Sf 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 r, 3915 a ;3920 41320 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Doag Pir LarcbfSgothem Pfaa t` Spruce-Pine-Fir Min. Dimensions Fasteners Allowableads Model Avg All Heel Ga owable Loads Na. Carrying Carried Ult 1fpOft�`Uptlit� Floor, Snow Roaf^' Uplifts Uplifts Floor Snow Root Height w H B Member Member =(133). %(160) (100)x; (115)",(125V (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 2% 18 3y 3y 2 4-16d 2-16d 5303 565 565 765 880 1 960 465 555 640 735 800 LUS26-2 4% 18 3y 4'/6 2 4-16d 4-16d 6076 ';1,140' 1155 '1080: 1150": :1250 925 1115 820 945 1025 HHUS26-2 4% 14 3% 5 3 14-16d 6-16d 14667 1550' "1550 258(1- 29651 3225' 1395 1550 2165 2490 2710 HGUS26-2 4y 12 3% 5% 4 20-16d 8-16d 14667 2275 .2635 3755,t 4320.:4695: 1865 2000 3185 3660 3980 z LUS28-2 4% 18 3y6 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y 14 3% 6% 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5y 12 3X6 71/16 4 36-16d 12-16d 25180 2650 2650 6245 7185 78101 2330 2650 T5335 6070 6150 LUS210 2 63fe 18 3y 9 2 8-16d 6-16d 10907 1550 1550 1765 2030- 22101 1390 1550 1 1465 1680 1830 y HHUS210-2 8% 14 3%6 8'/6 3 30-16d 10-16d 22167 ,2855 3000 5190 5900' 5900' 2330 2795 4385 4795 4875 go HGUS210-2 7y 12 3X6 9X6 4 46-16d i6-16d 26333 3415 '3665 7890 8110 8225 2795 3080 6110 6260 6360 TRIPLE 2x SIZES HGUS26-3 4y 12 416/6 4y 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 0 HGUS28-3 5Y. 12 41% 7)/g 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2450 2650 5335 6135 6665 HGUS210-3 71X6 12 416 9y 4 46-16d 16-16d 28333 j 3415 36651 7890 1 8665 8665 2795 3080 6855 7280 7280 HHUS210-3 8y 14 41X6 9 3 30-16d 10-16d 22167T 2855 34301 5190 1 5900 5900 2450 2940 4475 51451 5595 QUADRUPLE 2x SIZES N o HHUS210-4 8y, 14 6y 1 81j 1 3 30-16d I 10-16d 1 221671 28551 34301 5190 1 5900 1 59001 2330 1 2795 4385 50401 5480 tib 4x SIZES 1.Uplift loads LUS46 4% 18 3% 4Y; 2 4-16d 4-16d 6076 1140 1165 1000 1150 12501 925 1115 820 945 1025 have been HGUS46 4% 12 3% 4% 4 20-16d 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 increased 33% HHUS46 46/18 14 3% 5y 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 and 60%for LUS48 4y, 18 3X6 6% 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 earthquake or HUS48 6y 14 3% 7 2 6-16d 6-16d 11190 1550 15501 1505 1730 1885 1315 1 1550 1240 1425 1550 wind loading with no further (1 HHUS48 6y2 14 3% 7 1 3 22-16d 8-16d 1 19850 2000 2000 3885 4465 4855 1860 2000 3275 37651 4095 increase allowed. HGUS48 5% 12 3% 7y1, 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2225 2225 5335 6135 6665 Reduce by 33% LUS410 6y, 18 3W6 By,, 2 1 8-16d 6-16d 1 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 and 60%for HHUS410 8X 14 3% 9 3 130-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 normal loading HGUS410 7% 12 3% 9 4 46-16d 16-16d 283331 3415 3665 7890 8665 8665 2795 3080 6855 7110 7210 as in cantilever HGUS412 91,16 12 3% 1OX. 4 56-16d 20-16d 276151 3985 1780 9205 9205 9205 3260 3910 7130 7305 7425 construction. HGUS414 11% ! 12 3Y. j 121/16 4 166-16d 22-16d 31235 u555 5000 9745 9745 1 9745 1 3725 4470 7295 7500 7635 107 (80267 - 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 DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 124 PLF at 0,00 to 124 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 22.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.16 W04 8 F— --� 8 6-8-4 W3X3 ea W3X3 8-1-2 W4X6 W4X6 L-2-0-0--J L-2-0 0-;;-J I 10-0-0 I 10-0-0 I I _I E 20-0-0 Over Continuous Support I R=166 PLF U=73 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r(' L 2 0.0 P S F R E F R 1 5 1--51890 BRACING. REFER T(1 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D" OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ........�9 **IMPORTANT*' FURNISH A CD PY CIF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • tiFl AI BC DL 5.0 PSF DRW IICUSR151 02081050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - 6 ,/' BUILD THE TRUSSES IN f,ONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 2 �Z7�� B C L L 1 0.0 P S F H C-E NG M N M/W P F ALPINE BRACING OF TRUSSES THIS 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 20GA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A' OF ;' r O T.L D. 4 2.0 P S F S E Q N - 31056 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 DRAWINGS 1n0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��Q R% D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �•••.W_•�• Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER qpr �JIA1, SPACING SEE ABOVE FLCertificate ofAuthorizationH567 ANS17TPI 1-1995 SECTION 2. (80267 - A2) 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 2x6 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :142, W3 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 22.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 4.35 BC From 100 PLF at 4.35 to 100 PLF at 15.65 BC From 30 PLF at 15.65 to 30 PLF at 20.00 W5X7 = BC From 4 PLF at 20.00 to 4 PLF at 22.16 W1.5X4 III W1.5X4 III 8 7-0-7 W2 8 1-2 W3X5= 35 PSF MAX STORAGE ONLY W8X8 W3X5(Al) = W3X5(A1) �2-0-0--=J L-2-0-0-3-J L_ 10-0-0 I 10-0-0 I LE 20-0-0 Over 2 Supports R=1356 U=597 W=3.5" R=1356 U=597 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5.1._ F' FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ! T C L L 20.0 P S F R E F R 1 5 1--51891 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D.ON UR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• I T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fl �'` 1 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f` r� BC DL 5.0 P S F D R W HCUSR151 02081049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ORE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 1 �t43704 B y LL 10.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �p CONNEA CHECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO jiC®�yLF, IT 0 T.L D. 42.0 P S F S E Q N - 31059 PER CIA AWI NG SIA C E10F TO SS. AIDE OSE AL SD N THER N I D RA W GIN GTED INU ON THISES ADESIGN,CPOSITIONP NO CONNECTOR EN GINEERING O R��"4', Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DtSIGN SHOWNCE. NE SUITABILITY AND USE OF THIS ..s�'* rFS U R.FAC. 1.25 F ROM�KA IlameS City,Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r P A C I N G S E E A B O V E Fl,Certificate ofAutlior1Zation#567 ANSI/TPI 1-1995 SECTION 2. (80267 - A3 2PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required � BOT CHORD 2x10 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 8" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -2.16 to 54 PLF at 22.16 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -2.16 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 20.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC From 4 PLF at 20.00 to 4 PLF at 22.16 THE BOTTOM CHORD ONLY. BC 3642 LB Conc. Load at 3.52 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND W4X4= TCDL=3.5 PSF, WIND BCDL=2.5 PSF. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X8 W3X8�� 8 � 8 7-0-7 W4X6= W4X6 8-1-2 W6X8 III W3X8= W6X8 III 3642# L--2-0-0-J L--2-0-0-3;;J L 10-0-0 I 10-0-0 I LE 20-0-0 Over 2 Supports IR=3997 U=1759 W=3.5" R=1566 U=690 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD �S .5C FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF R E F R151-51892 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M� ,z , INSTITUTE, 583 D'ONOFRIU DR., SUITE 200, MADISON, WI 53719), FOR SAFETY IRACTT ITS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T01 CHORD SHALL NAVE PROPERLY ATTACHED r �••ifs '-8' T C D L----7— .0 P S F DATE 03/2 2 02 STRUCTURAL PANELS, B0 TT 0M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A CUPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1-: t�': BC DL 5.0 PSF DRW HCUSR151 02081051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE OR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND p A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ , U C LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AT.,OF J CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO b TOT.L D. 42.0 P S F S E A N - 31165 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ( R�br�Y DRAWINGS 16O A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGG-P/W�r� D UR,FAC, 1.25 FR0M IC A Alpine.Engtncered Products,ILK. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OE THIS TlaitieS Cit}',FL 33$4Q COMPONENT FOR ANY PARTICULAR BUILDING IS THE ftESPONSIB II.ITV OF THE BUILDING DESIGNER, PER Apr SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECIION 2. N B (B0267 - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.87 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W1.5X4 III 8 F- T T 2-3-15 2-7-7 8-1-2 W1.5X4 4III R=80 U=180 W2X4(A1) - �2 0 0� 0-1-8 1,3-4-8 Over 2 Supports I (R`=324 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 9.' d �-- FL 3 R - Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND l i C L L 20.0 P S F R E F R151-51893 BRACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'UNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIf,ATED, TUP CHORD SHALL HAVE PROPERLY ATTACHED '• C DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! �� '� 8C DL 5.0 PSF DRW HCUSRI51 02081107 *PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 1 1.42704 12704, . p BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND „*1 :1 U C L L 10.O P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORM S WITN APPLICABLE PROYI SIGNS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE WE^C CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO u�►T t I TOT.L D. 42.0 P S F S E Q N - 31061 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •1Q�` [��• D U R.FAC 1 2 5 FROM K A DRAWINGS 16D AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI NE ERI NG `�. Alpine Engineered Products,Inc. RESPONSI BIT.IT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIIITY AND USE OF THIS II81neS Cit},1ti 33$Q4 COMPONENT FOR ANV PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A pr SPACING 2 4.0" FL Certificate of Authorization#567 ANSIXTPI 1-1995 SECTION 2. (60267 - Bl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 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 CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 0.10" DUE TO DEAD LOAD. TC From 54 PLF at -2.16 to 54 PLF at 0.29 TC From 124 PLF at 0.29 to 124 PLF at 14.38 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at 14.38 to 54 PLF at 16.83 BC From 4 PLF at -2.16 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 30 PLF at 0.00 to 30 PLF at 14.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 14.67 to 4 PLF at 16.83 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. W5X5(R) III DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X3% W3X5% W 3 X 5 0� g r— T2 T3 W 3 X 3 + W6X6 = + 8 4-10-15 W1.5X4 III J 5 + W1 5X4 III + 51— + W3X5; + W 3 X 5 8-1-2 W3X8% W3X8 L-2-0-0--J 12.0-0---J 7-4-0 ATE 7-4-0 J fF 14-8-0 Over 2 Supports R=1230 U=651 W=3.5" R=1230 U=651 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5d FL 3 - R - Scale =.375" Ft. *«WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^ I C L L 20,0 P S F R E F R151--51894 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (1RUS5 PLATE INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• T C D L 7.0 P S F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY, A PR UP ERLY ATTACHED RIGID CEILING. • �.. **IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ='•�. BC DL 5.D PSF DRW HCUSR151 02081861 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUI TO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 •' r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • B C L L 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��F -�� T O T.L D. 4 2.0 P S F S E 0 N - 31065 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Prr�►� D U R.FAC. 1.2 5 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R,Q•.•'- Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �iy Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER q p r L SPACING S E E ABOVE FL Certificate of Authorization#567 ANS"TPT 1-1996 SECTION 2. (B0267 - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.19 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. W4X4 8 F- 8 5-3-2 W5X7(R) III J 5 51— 8-1-2 W2X4(A1) W2X4(A1) L-2-0-0--J fE 7-4-0 SIE 7-4-0 rE 14-8-0 Over 2 Supports —� R=605 U=240 W=3.5" R=748 U=391 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. *WARNING'" TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1- -5 1 8 9 5 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRION TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F1 •• F **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` �� B C D L 5.0 P S F D R W HCUSR151 02081063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE •O S BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F HC-ENG M N M/W P P ALPINE BRACING Of TRUSSES. THIS 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 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CCNNECTORS.TO STATE bRF:`i TOT.L D. 42.0 P S F S E O N - 31067 IAC ORAWP ER I NACE160 AR1.USS, AND UNSEA[ILE SO NTT HRHIDRA W OI NGTI DN 010C ATESSADCCE PT ANCEOC FTPR OFE OSSI ONA�RENG]NEE RiN[ ' S• y��1O Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R•FAC• 1.25 FR0M KA I3aIngS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERA PI" l � S P A C I N G 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (80267 - 133) 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, NOT BOT CHORD 2x10 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. 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 0.00 to 54 PLF at 16.83 BC From 30 PLF at 0.00 to 30 PLF at 14.67 BC From 4 PLF at 14.67 to 4 PLF at 16.83 BC 338 LB Conc. Load at 3.52 W4X4 8 F- 8 5-3-2 8-1-2 W4X6 W4X6 W3X6 III L---2-0-0—J 7-4-0 _I 7-4-0 J IE 14-8-0 Over 2 Supports I R=865 U=458 W=3.5" R=826 U=437 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD --19.5d_^ FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1 T C L L 20.0 P S F R E F R151-51896 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1 . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (�� '�j. T C D L 7.0 P S F DAT E 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••�F�G�•.. "IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j r(�-t� BC DL 5.0 PSF DRW HCUSR151 02081064 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT ION FROM THIS DESIGN; ANY FAILURE TO 4� 4 i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • •• BC LL 10.0 0 P S F H C-E N G M N M W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - �Q, A OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ijj'R �y T 0 T.L D. 42.0 P S F S E Q N - 31161 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERM' DRAWINGS ]60 A-Z. THE SEAL CC THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGh'•••..i+�{� D U R.FAC. 1.25 FR0M K A Alpine Engineered Products,Inc. RESP ONSJET L[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TIIiS �,P Haines C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tg r SPACING S E E ABOVE FL CertificateolAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (80267 - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 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 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 0.09" DUE TO DEAD LOAD. TC From 54 PLF at -2.16 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PLF at 13.33 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at 13.33 to 54 PLF at 15.50 BC From 4 PLF at -2.16 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 30 PLF at 0.00 to 30 PLF at 13.33 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 13.33 to 4 PLF at 15.50 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4(R) III W3X5 o W3X5 0� 8 1— T2 T3 W 3 X 3 143X3% ---18 4-5-9 + W6X6= + _1 5 + W1.5X4 III W1.5X4 III 5 1 W3X5 + +8-1-2 W3X5 s W3H8% W3X8 L---2-0-0---J L-2-0-0--J �E 6-8-0 6-8-0 13-4-0 Over 2 Supports =� R=1147 U=607 W=3.5" R=1147 U=607 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i� 19.5G _ FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--51897 BRACING. REFER TO HID 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTTUTE. 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 ATTACHE!) .•'••�F; .� T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•. p "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' tC�b LTC DL 5.0 PSF DRW HCUSR151 02081069 PRODUCTS, INC. SHALL NOTN F BE RESPONSIBLE FT H T HEOR ANY DEVIATION FROM THIS DESIGN; ANYINST FAILURE TO 1 A L P I N E BRAI;ONGTHE OFTTRUSSESIN LOTH[JMUESIGNICONFORMSOWITHR F AAPPLICABLICATI E PRUVOISIONSSOFPNUSG(NATIONALALLIDESIGN j 7C B C ILL 1 0.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ° TATE OF TOT.L D. 42.0 P S F S E O N - 31070 CONNECTORS ARE MADE OF [OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •X i Q ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "`"'••ami D U R.F A,C. 1 ,25 FROM K A Alpine Engineered Products,inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A1. Hautes CityjL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AISf SPACING S E E ABOVE FLCertiiiLateofAuthorizationN567 ANSI/TPI 1-1995 SECTION 2. (80267 - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.97 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 L1360 LIVE AND L1240 TOTAL LOAD. W4X4 8 8 4-9-13 W5X7(R) III 5 5 L— +8-1-2 W2X4(A1) W2X4(Al) YY L-2-0-0---J L---2-0-0---J 6-8-0E 6-8-0 J fE 13-4-0 Over 2 Supports j R=681 U=365 W=3.5" R=681 U=365 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d _ F-L/_L3 R Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T L h L 2 0,0 P S F R E F R151-51898 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 TOIQ►�_- 7,0 P S F D ATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'r'' y�/y TC DL STRUCTURAL PANELS, Bll7TOM C.NORD SHALL HAVE A PROPERLY ATTAC HEO RIGID CEILING. VVV **IMPORTANT** FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t G ��F'p 9C D L 5.0 P S F D R W HCUSR151 02081070 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r4Z7�y4 _ ^^�l I - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V P C L!_ 1 0.0 PSF F H C-E N G M N M W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV IS[ONS OF NDS (NATIONAL OF SIGN t / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1_ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO jlrAU G�.r T 0 T.L O. 4 2.0 P S F S E 0 N - 31072 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P -- DRAWINGS 160 A-Z. THE SEAL ON 'EHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •��yd�R1�} '1j,► D U R.F A C, 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITI' SOLELY FOR THE TRUSS f.OMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IIH1IlCS City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DESIGNER, PER A p r ` S P A C I N G 2 4.0" FLCeltificateOfAuthorizatlon#567 ANSI/TPI 1-1999 SECTION 2. (B0267 - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.97 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. W4X4 8E— � 8 4-9-13 W5X7 (R) III —J 5 5 8-1-2 W 2 X 4(A1) 5- W2X4(Al) L----2-0-0—J fE 6-8-0 6-8-0 _I �E 13-4-0 Over 2 Supports J R=693 U=385 W=3.5" R=547 U=228 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d _ _FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I-v L L 20.0 P S F R E F R151--51899 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE r INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ++ TC D L 7.0 P S F DATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SH AIL HAVE PROPERLY ATTACHED �f•.•,SI��• STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'9 /� *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� �' I31. Dl. 5.0 PSF DRW HCUSR151 02081071 PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = �•42704 ALPINE BUILD THE TRUSSES IN CUNFURMANCE WI TN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y S B C L L 10.0 P S F H C E N G M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; CONNECTORS ARE MADE OF 20GA ASTM Ati53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TQ �F `� T 0 T.L D. 42.0 P S F S E 0 N - 31074 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •'•�O�'�!:'{ I�0 R FAC. 1.25 F R 0 M IC A Alpine En DRAWINGS 160 0. HE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFE SSION AI ENGINEERING h.•••w p Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33$¢¢ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE SIGNER, PER A p P. SPACING 2 4.O n FLCertifn:ateof Authorization#567 ANS]/TPI 1-1995 SECTION 2. (80267 - D1) 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 124 PLF at 0.00 to 124 PLF at 21.88 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC From 30 PLF at 0.00 to 30 PLF at 21.88 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 8 r 8-0-0 10-0-0 W3X3 W3X3% 10-1-2 W3X8 + + W5X5 6 W3X8% 8-1-2 W3X8 l� 4-3-8 14-11-10 17-7-0 6-10-14 _I f T �E 21-10-8 Over 2 Supports R=60 PLF U=45 PLF W=4-0-0 R=169 PLF U=71 PLF W=17-7-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5_6 FL/- 13 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i--rT` L( 20.0 P S F R E F R151-51900 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2D0, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAI.I. HAVE PROPERLY ATTACHED T D L 7 0 P S F DATE 03/22/02 STRUCTURAL PANELS, 80 TT OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f'•• •IG.4• F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . BC DL 5.0 PSF DRW HCUSR151 02061075 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO G . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND s 4270,4 B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS OES IGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I�� S CONNECTORS ARE MADE OF 20GA ASTM A653 FO GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A!C OF TOT..L D. 4 2.0 P S F S E Q N - 31079 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M A I DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y•ti�y�,`' D Ur-f,A C, 1.25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �"••«••'� _^ _ 1ja1ne5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r S p A C I N o S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80267 - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.28 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 :W6, W7 2x4 SP #2 N: WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.07" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W4X4= W3X5= W1.5X4 III HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W3X5�i CATALOG FOR PROPER APPLICATIONS. (A) B F— 8-0-0 10-0-0 WW6 3X8�i 10-1-2 W3X5 = W3X8= W3X3 W5X7 6 8-1-2 W3X6(A6R) 14-5-5 _1_ 7-5-3 4-3-8 17-7-0 21-10-8 Over 2 Supports j R=931 U=264 W=3.5" R=906 U=425 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.50 FL/-/3Z-/-/R/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i I (� L L 20.0 P S F R E F R151-51901 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, TOP CHORD SHALL HAVE PROPERLY ATTACHED RA T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• •��•''. _ _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTft AC TOR. ALPINE ENGINEERED /�� •;�j�' BI, DL 5.0 PSF DRW HCUSR151 02081077 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �'Y , too, • BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND d.4270/; • B C L L 10.0 PSF HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ..�� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO IM. d� ��.� T 0 T.L D. 42.0 P S F S E 0 N - 31088 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�+ R'0 � O U R.FAC. 1.2 5 FROM KA DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A»•^• ► Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS st Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apt- SPACING 2 4.0„ FL Certificate ofAuthoiiZation B 567 ANSI/TPI 11995 SECTION 2. (80267 - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.28 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 :W6, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 W4X4= W3X5= W1.5X4 III FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5 A- lm 8 r8-0-0 10-0-0 W3X8�i 10-1-2 W3X5= W3X8- W3X3 W5X7 : 6 }8-1-2 W3X6(A6R) = YY I 4-3-8 14-5-5 T 17-5-0 I 7-3-3 21-8-8 Over 2 Supports R=924 U=262 W=3.5" R=899 U=425 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i T�, L L 20.O P S F R F F R151- -51902 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS DF OFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C U L 7.0 P S F DATE03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'r ••� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �••�jA Br DL 5.O PSF DRW HCUSR151 02081078 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `�{,��,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • N . `104 _ I,1B r L L 1 O,O P S F HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR BY ISIONS OF NDS (NATIONAL DESIGN S PE C]FI CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L aT�1,c t TOT.L D. 4 2.0 P S F S E A N - 31095 CONNECTORS ARE MAGE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /�. •j DRAWINGS 1f0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��d�'© = �'� D U R.FAC 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF OF THIS •'••...•.••• I-I91nCS Clay,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Apr .E SPACING 24.0- (00267 - D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7= W1.5X4 III W3X5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W6X8(R) \\\ W (A) 7-8-7 8f W1.5X4 III W7 9-8-7 (A) 10-1-2 W5X14 62 W5X5= W3X8= W1.5X4 III 6 +8-1-2 W3X6(A6R) I,2-o-owl I. 14-0-0 I 11-8-12 4-3-8 fi 21-5-4 I LE 25-8-12 Over 2 Supports R=1211 U=434 W=3.5" R=1062 U=428 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.64 _ FL 3 R - Scale =.25" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^�T C L L 20.0 P S F R E F R151-51903 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■�. Q- INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. RI►-��/-� PERFORMING THESE fUNCTIUNS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED .......... V Ti G L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p *IMPORTANT*-" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��J" r�' u C D L 5.0 P S F D R W HCUSR151 02081079 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I.��lO4 BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /; B C L L 1 0.0 P S F HC-ENG M N M/W P F ALPINE BR ACINfi OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. PAIL NE C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TUV. t (J T.L D. 4 2.0 P S F S E Q N - 31123 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE A�`t�`• � DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO ESSIONAL ENGINEERING ••••.�.E` D u R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1laines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertillcateoCAnthorizatlon#567 ANSI/TPI 11995 SECTION 2. Apr SPACING 24.0" (60267 D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :WS, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.10" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 W5X7 = W3X5= W1.5X4 III FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W6X8(R) \\\ LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W (g) \W7 7-8-7 8 f 9-8-7 W1.5X4 III (A) 10-1-2 W5X14 B2 W5X5= W3X5 = W3X3 J 6 +8-1-2 W3X6(A6R) 1,2-0-0:>1 IE 14-0-0 _I_ 10-3-3 4-3-8 T 19-11-11 IE 24-3-3 Over 2 Supports R=1150 U=415 W=3.5" R=1001 U=414 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d _ rL 3 R Scale =.25" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —_ _� TC I.-L 2 0.0 P S F R E F R 1 5 1--51904 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO C D L 7.0 P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI61D CEILING. `ham **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTR AC7OR. ALPINE ENGINEERED :G� �(C�, B C D'- 5.0 P S F D R W HCUSR151 02O81082 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO �J�'�Q'4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 .* I B(�, I- 10.0 P S F hIC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE aF CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �w+ '$_"� 7 O T.L G 42.0 P SF S E Q N - 31125 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE AT F.D ON THIS DESIGN, POSITION CONNECTORS PER R�QY DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 17�"kkk�']YYVVV•rYYY�p► Mw~~ O U R,FAC, 1.25 F R 0 M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOI ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB[L.iTY AND USE OF THIS HanleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A Pr 0 I S PAC I NG 2 4,O" FL Certifirate ofAuthorization#567 ANSI7TPI 1-1995 SECTION 2. ` (130267 - D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :132 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 W5X7 = W1.5X4 III FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S W6X8(R) \\\ PRODUCT CATALOG FOR PROPER APPLICATIONS. (13) W 7-8-7 s r 9-8-7 W1.5X4 III (A) Ej 10-1-2 W5X14 132 W5X5= W3X3 J 6 +8-1-2 W3X6(A6R) L,2-0-0:>1 14-0-0 I 8-3-3 I 4-3-8 T 17-11-11 22-3-3 Over 2 Supports j R=1067 U=396 W=3.5" R=916 U=407 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5d FL 3 R - Scale =.25" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '—T i C L L 2 0.0 P S F R E F R 1 5 1--51905 BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M� INSTITUTE, 583 D'ONOf RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �� f1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •' IF' � 'r C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r. n **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f,�`t` BC 0L 5.0 PSF DRW HCUSRI5I 02081084 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • 42704 ` BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .`^1. * B C L L 10-0 P S F HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7[ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF T O T.L D. 4 2.0 P S F S E A N - 31127 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P jr 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LCC'ATED ON THIS DESIGN, POSITION CONNECTORS PER •~ Ua,� .•� ,►� D U R.FAC. 1.25 F R 0 M K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ••........ ' Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IlalIles C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A pK SPACING 2 4 FL Certificate ofAuthori7,utio.#567 ANSI/TPI 1-1995 SECTION 2. (B0267 - E1) 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 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 124 PLF at 0.29 to 124 PLF at 8.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 8.67 to 54 PLF at 10.83 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -2.16 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 8.67 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 8.67 to 4 PLF at 10.83 HE MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 HS412 W3X3 8 F— W3X3 W3X3 W3X3 + + 8 2-10-15 � 6 6 + 8-1-2 W3X8 W3X8 ei L---2-0-O---J L---2 0 0--;;-,J 4-4-0 ��E 4-4-0 4-4-0 1 4-4-0 —8-8-0 Over Continuous Support R=179 PLF U=95 PLF W=8-8-0 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5d _4 FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R 1 5 1- -51906 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 03122102 PER FORMING THESE FUNCTIONS. UNLESS OTHERWISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �,�}}�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROP OPERLY ATTACHED RIGID CEILING. ;' tlFi(:�••. /► *'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �_''77��'[Ij(: BC DL 5.0 PSF DRW HCUSR151 02081087 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 270•i l r B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7� /� j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t � ' OF r TOT.L D. 42.0 P S F S E 0 N - 31136 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �,�j ` A.j•�/ Oft AWI NGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG INEEft ING 44ORM D U R.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS cO Hames City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr �A,.� SPACING SEE ABOVE FL Certificate of Authorization#567 ANS17TPI 1 1995 SECTION 2. (80267 - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.19 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 L1360 LIVE AND L1240 TOTAL LOAD. W4X4 8 F- 8 3 3-2 W5X7(R) III 6 6 L- 8-1-2 W2X4(Al) W2X4(Al) L-2-0-0---J L-2-0-0-3;-] �E 4-4-0 SIE 4-4-0 _I 4-4-0 T 4-4-0 8-8-0 Over 2 Supports R=485 U=331 W=3.5" R=485 U=331 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 �lL 3 R Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �T f, E L 2 0.0 P PSF R E F R 1 5 1--51907 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M(1� w T C. D L 7.O P S F DATE 0 3/2 2/0 2 STRUT,T URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� ..•: -•.t` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �(N':� BC Dl_ 5.0 PSF DRW HCUSR151 02081088 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN; ANY FAILURE TO .42 d4 BRACING OF TRUSSES USSESIN CO THIS"BE SIGNANCE I CONFOR MSTH TPI: O W IT HA APPLICABLE PROOIS IONSS OF NDSG(NATIONALNSTALLI DES I ON r * B im' L.L 1 O.O P S F H C-ENG M N M/W P F BUILD ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A1'� Of T n CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO j 4(�_ .'f I of .L D. 42.0 P S F S E O N - 31138 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RY - - DRAWINGS 160 A-Z. THE SEON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �„�.• MJF;.FAC 1.2 5 FROM KA Alpine EnglnecCed Products,Inc. RESPONSIBILITY SOI FLY FOR AlTHE TRUSS f,OMPO%IT DESIGN SHOWN. HE SUIIABILITY AND USE OF THIS ITM.a,City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER, PFR A p r SPACING 2 4.0" FLCertificate ofAuthorizationtl567 ANSI/TPI 1-1995 SECTION 2. (80267 - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP ##2 N 120 MPH WIND, 9.19 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 PSE, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4= 8 8 3-3-2 W50 (R) III 0-5-10 —i 6 6 L- 8-3-10 W2X4(A1) a 8-1-2 W2X4(A1) L----2-0-0- J 4-4-0 3-10-8 E 4-4-0 3-10-8 3I L--8-2-8 Over 2 Supports R=488 U=358 W=3.5" R=322 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD i9.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T E, L L 20.0 P S F R E F R151-51908 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■�. INSTI TU7E, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO IYI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :.•'»»�•• TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SPALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `pC DL 5.0 PSF DRW HCUSR151 02081089 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO -_*' Q4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y 8 C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESS fiN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ww % CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ; a Y� ?0 T.L D. 42.0 P S F S E Q N - 31140 DRAWINGEACH SE16O ARZSS, ATDEUNEALS DN TTHISI DRAWTN6 SE L TI NDED TNATE SS ADC CEPTANCEOOF TPROFEOS STON ALECT OR ENGINEERPER S N6 ��0 ' ►~'�«.»»- DUR.FAC. 1.25 FROM KA E:Z Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABIIITY AND USE OF I H I I t" Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r !iF SPACING 2 4.0 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80267 - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.47 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. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5= W1.5X4 III W3X3 EL u 4-4-7 4-1-15 W6X6 —1 6 6 L- 8-3-10 8-1-2 W1.5X4 III W1.5X4 III L�---2-0-0—r-J 4-4-0 3-10-8 — 8-2-8 Over 2 Supports R=475 U=369 W=3.5" R=331 U=202 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C L L 20.0 P S F R E F R151-51909 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE. 583 P ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED /� TC D L 7.0 P S F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM OF SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t,�' • (� "-"IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :f)� � A�;� BC DL 5.0 PSF DRW HCUSR151 02081091 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 427 4 i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND J. �. B C LL 10-0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2GOA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F S E Q N - 31157 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1.2 5 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �.��w�.s'� Alpine Engineered Products,Inc. RE SPON SIB[LI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. Nf SUITABILITY ANO USE OF THIS Hames City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr S PAC I NG 24.0', FLCertificate ofAuthorization#567 ANaIJPT 1-1995 SECTION 2. (B0267 - E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W1 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L1240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5= Wl.5X4 III W3X3= U LJ W1 5-g-7 5-5-15 W6X6= � 6 6 (— 8-3-10 +8-1-2 W1.5X4 III W1.5X4 III �2-0-0� 4-4-0 3-10-8 8-2-8 Over 2 Supports R=475 U=391 W=3.5" R=331 U=222 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5d _ _F I_ 3 R Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R151-51910 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONO FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y'•..... TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :4S1F�C,� `*IMPORTANT* FORNI$H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED M �� B C, D L 5.0 P S F D R W HCUSR151 02081092 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �Z'I it� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /it1 (` L L 1 0,0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DESIGN = F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F. �. CONNE CT ,TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :" , �.0 T.L D. 4 2.0 P S F S E Q N - 31155 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .��pR {j DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING +!.,.•ww'' �DIiR.FA C. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FUN THF TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tIHIlle City,FL 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr FLCertiflcateofAut11orr22tion#567 ANSI/TPI 1 3995 SECTION 2. p SPACING 24.0" (80267 E6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.13 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 #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: W3X5= W1.5X4 III W3X3 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1 7-0-7 6-9-15 W6X6 6 6 L- 8-3-10 8-1-2 W1.5X4 III W1.5X4 III L-2-0-0—J 4-4-0 3-10- 8-2-8 Over 2 Supports R=331 U=247 R=475 U=420 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d ^FLI/^ 3/-/-/R/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND rt C L L 20.0 P S F R E F R 1 5 1--51911 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �M/ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. 'r PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y+� _ I C ()L 7.0 P S F D A T E 03122102 STRUCTURAL PANELS, BOTTOM CN OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• r"•tll•� *IMPQRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�1• !�fe�/��{�� BC 1)L 5.0 PSF DRW HCUSR151 02081094 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO t •7�WJ{/"�- ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAIIiNG AND 1 =* B C L 10.0 P S F HC-ENG M N M/W P P BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �y.� CON NEI:TORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,GO�r t, T OT.L D. 42.0) P S F S E 0 N - 31153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR F A C. 1.'L 5 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '+• .✓'� O U Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r 0 S PACING 2 4.0" FLCeriificateofAuthorization#567 ANSI/TPI 1-1995 SECTION z. (B0267 - E7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.47 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. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. W3X5= W1.5X4 III W3X3 HANGER= SIMPSON'S SUR210 HU LJ FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8-4-7 (A) 8-1-15 W6X6 8-3-10 8-1-2 W1.5X4 III W1.5X4 III L-2-0-0--;j 4-4-0 3-10--8 1– — 8-2-8 Over 2 Supports R=475 U=456 W=3.5'• R=331 U=279 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 r) 3 R Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T G 1 20.0 P S F R E F -R151-51912 BRACING. REFER TO HIB 91 (H ANUL ING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE M� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � 1. 1 C DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTT UM CH GIRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 11 _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED itG tC:/ BC DL 5 D P S F D R W HCUSR151 02081095 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = .42708, BUILD THE TRUSSES IN f.ONFORMANf,E WITH TPI; OR FABRIf.ATING, HANDLING, SHIPPING, IN ST AILING AND 1 .* B C I I 10-0 P S F H C-ENG M N M/W DF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� ^ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `1 'fOT.LfJ. 42.0 PSF SEQN - 31151 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q RIQ.:s' D U R.FAC. 1.2 5 FROM K A DRAWINGS 160 AZ. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF Pft OFE SSIONAL ENG INEERIN6 N..�` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS --.- Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r 0 PACI N G 2 4.0 ------------- FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (60267 - E8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.80 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 #2 N :W1 2x4 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :W3, W4 2x4 SP #3: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 W3X5 = W1.5X4 III W3X3 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3 W1 9-8-7 (A) (A) 9-5-15 W4 W6X6= 6 6 8-3-10 gh 8-1-2 W2X4 III W2X4 III X2-0-0--j 4-4-0 3-10-8 R=475 U=498 W=3.5" �——8-2-8 Over 2 Supports R=331 U=315 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.56 FL 3 R - Scale =.3125" Ft. —WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ~�—�L I-L 20,0 P S F R E F R151-51913 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE M. RR�� q P R OR TO PERFORMING THINSTITUTE 5 E SED FONCTR O N S IO R ONE ESSS UI TOTHOo.ERW I SED IN D If.ATED, TOP'37[CHORDF SHALLF HAV EP PR OPE R L Y ATTACHED "••y�j_ T C 0 L 7.0 P S F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; •IFI • E "'IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j• ' BC DL 5.0 PSF DRW HCUSR151 02081097 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND M4 8 C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAI TONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN fOft WITH AND PAPER ASSOCI ATIONI AND TPI. ALPINE /� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40O GALV, STEEL, EXCEPT AS NOTEO. APPLY CONNECTORS TO PAAM QF! ' �0 T•L D• 4 2.0 P S F S E O N - 31159 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i� U R FAC. 1.25 F R 0 M K A DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING XOR0 Ii AIPIIIC ugineered Products Inc. RESPONSIB[CITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I3allleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AP r S P A C I N G 24.0 " FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �l (B0267 - PIGGY 2-SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. 8 F— W04= W1.5X4 III W1.5X4 III 1-2-8 u 11 17-11-1 h-17-9-9 W2X4(Al) = W1.5X4 III Wl.5X4 III W1.5X4 III D 8 9� 1-3-7 I I 9-8-12 J 11-8-12 Over 2 Supports J R=26 U=180 W=3.5" R=85 PLF U=48 PLF W=11-0-3 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 _ tL%_�i3 R - Scale =.375" Ft. **WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC l L 20.0 P S F R E F R151-51914 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE m INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C.. D L 7.0 P S F DATE 03/22/02 PEHE RMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED ` �' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I ' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTft ACTOR. ALPINE ENGINEERED B C DL 5.0 P S F D R W HCUSR151 02081099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0.427 04,. 1, BU ITO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDIING, SHIPPING. INSTALLING AND •.* �' BC L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . A bF ; TUT L D. 4 2,0 P S F S E A N - 3 1106 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��0}R1 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "�. ,�.�•�•-(F p QIP,;=A C. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS E _ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR 8HILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A P r SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION Z. H (80267 - PIGGY 4'SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.13 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. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= W1.5X4 III W1.5X4 III 8 F— U T 2-6-8 17-9-9 17-11-1 W2X4(A1) = W1.5X4 III W1.5X4 III W1.5X4 III D_8 9 f 'l� 3-3-7 I 7-8-12 J 11-8-12 Over 2 Supports R=90 PLF U=56 PLF W=11-0-3 R=-30 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d _ 7 _FL 3 R Scale —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND L�. 20.0 P S F R E F R151-51915 BRACING. REFER T%HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL NAVE PROPERLY ATTACHED 1C �1 L 7.O P S F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S ••• _IMP ORTANT ' IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -j4 ; B C D L 5.0 P S F D R W HCUSR151 02081100 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WI1H TPI; OR FABRICATING, HANDLING, SUIPPING, INSTALLING AND 3 - ~7O4 Bi, LL 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN if SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (�y CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 11/} ..L D• 4 2•O P S F S E Q N - 3 1 1 0 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sr• � R O R%Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y ,•,,.. D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS __ ) Halnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER API SPACING FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267 - PIGGY 6'SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.80 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. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= W1.5X4 III W1.5X4 III 8 F- 3-10-8 17-11-1 17-9-9 W2X4(Al) - W1.5X4 III W1.5X4 III W1.5X4 III o_8-91 L, 5-3-7 _I_ 5-8-12 fE 11-8-12 Over 2 Supports J R=-166 U=180 W=3.5" R=103 PLF U=71 PLF W=11-0-3 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 _ _ FL 3 R Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L)_ 20.0 P S F R E F R151--51916 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M R�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •••••,�'Ty I C D L 7.O P S F D A T E 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT TACHEO RIGID CEILING. `�,•'� C9�_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IN CONTRACTOR. ALPINE ENGINEERED `� ^y B C D L 5. P S F D R W HCUSR151 02081101 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �. TF4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .1 D C L L 10.0 P S F H C-E N G M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7G SPECIFICATION PUBLI SHEU BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20f,A ASTM A653 TO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOjj T L D. 42.0 P S F S E A N - 31104 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERw DRAWINGS 160 A-Z. THE SEAL ON 1HIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OR 0. ` D!IFAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS I-Iainescity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILOFNG DESIGNER, PER Ap r M rSP�ACING 2 4.O" FL Certificate of Authorization#567 ANSI/TPI 1.1995 SECTIDN z. �.-,- (B0267 - PIGGY 8-SB D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.47 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. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= Wl.5X4 III 8 � W1.5X4 III 5-2-8 17 11 1 17-9-9 W2X4(A1) W1.5X4 III W1.5X4 III W1.5X4 III o 4 L 7-3-7 _I_ 2-3-3 _I LE 10-3-3 Over 2 Supports J IR=-32 U=180 W=3.5" R=91 PEE U=65 PLF W=9-6-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 _�t FL! 3 R Scale =.375" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^� —` 1 T C_L 20.0 P S F R E F R151-51917 BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 INSTITUTE, 563 D'ONO FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M.•Q C L7 L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING F� c _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d�1 BC Ul- 5.0 PSF DRW HCUSR151 02081102 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV lATION FROM THIS DESIGN; ANY FAILURE TO .,427Q' - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =7t B� L L 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE C CONNECTORS ARE MADE OF 2EDA ASTM A653 ED GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O_r� T 0 T.L D. 42.0 P S F S E A N - 31119 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `�0lq'-o 0 O R.FAC. 1.2 5 F R 0 M K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .�'_.L�► Alpine Engineered Products,Inc. RE SPONSIB[L ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND US OF THIS Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r F SPACING 2 4.0" FL Certificate of Authonzation#567 ANSI/TPI 1-1995 SECTION 2. I (60267 - PIGGY PEAK D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.55 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. REFER TO DWG PIGBACKA0401 OR PIGBACKDO699 FOR PIGGYBACK DETAILS. W1.5X4 III 8 (— W1.5X4 III 5-4-10 �17-11-1 �17-9-9 W2X4(A1) = W1.5X4 III W1.5X4 III 0 8-91 8-3-3 Over 2 Supports — A R=93 PLF U=70 PLF W=7-6-10 R=-29 U=180 W=3.5" PLT TYP, Wave TPI-95 Design Criteria: TPI STD 19.5d F J 3 -/R/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALL.INC, AND T C L 20.0 P S F R E F R151--51918 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADI SUN, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - ...2� TC b L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y L� **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED s� •.�"� BC 0L 5.0 PSF DRW HCUSR151 02081103 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V OEV IATION FROM THIS DESIGN; ANY FAILURE TO •Q - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S ,4204 I;B 0,"L1_ 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DESIGN SPECIFIC ATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �g ; CONNEC 70 RS ARE MADE OF ZOGA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TATE 0:�" t[y� TOT_L D. 42.0 P S F S E O N - 31129 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIf,N, POSITION CONNECTORS PER 11�.j4�R ''— DRAWINGS IED A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tiyyQRl�,. �v Q LIB,f A C. 1.2 5 F R 0 M K A AIPInB I' neered PtoductS,Inc. RESPGN518[L[TY SOLELY FOR THE TRUSS COMPONENT DfSIGW SHOWN. THE 51S[TABILITY AND USE OF THIS I'laineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY GF THE BUILDING DESIGNER, PER A p r L� 5 R A C I N G 2 4.0 FLCertifiicateofAuthorization#567 ANSI/TPI 1-1995 SECTION z. (B0267 - PIGGY PEAK D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.44 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. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4 8F— � 8 W3X5�� 2-6-12 18-2-10 18-1-2 W5X5(El) W2X4(A1) = W1.5X4 III o�'I 3-3-13 _�_ 2-10-8 J 6-10-14 Over 2 Supports R=-29 U=180 W=3.5" R=95 PLF U=55 PLF W=6-2-5 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1_9.5d _ FL/13 - R Scale =.5" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T L l.L 20.0 P S F R E F R151-51919 BRACING. REFER TO HID OFRIO (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLE5S OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ".`�F�•"yqy T C Dl, 7.0 PSF F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�:�.jy fD� 5.0 PSF DRW HCUSR151 D2D81104 "IMP TANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G (� SC PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 �427" BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAIIING AND y �.* B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7f _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L . 42.0 P S F S E 0 N - 31085 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��R��,.+ ' D U R.FAC 1.2 5 FROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING w..�,A,.. Alpine Engineered Products,Inc. RE SPON-18111 Y SOLELY FOR THE TRHSS COMPONENT DESIGN SHOWN. HE SUITABILITY ANO USE OF TNIS ) Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r S P A C I N G 2 4.0" FL Certificate of AllthOI7Zatlon4567 ANSI/TPI 1-1955 SECTION 2. (B0267 - PIGGY D2-D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.61 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. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W04 8F— 8 2-10-15 W1.5X4 III �18-1-2 -�18-2-10 W2X4(A1) W1.5X4 III W1.5X4 III 0 8 91 �� I, 3-10-2 I_ 2-10-8 _I — 7-5-3 Over 2 Supports R= 58 U=180 W=3.5" R=98 PLF U=60 PLF W=6-8-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1.3.5d Fi.l 3 R Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T L'.L L 20.0 P S F R E F R151--51920 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR 10 �I ,.y� T C LTL 7.0 P S F DATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a �.'• ��. _IMPORTANT*, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 �._J J//� �(/• {]C LJL 5.O PSF DRW HCUSR151 02081105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - 477 M BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND C L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE th fONNE f.TORS ARE MADE OF [OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��•�, c'F T 0 T.L D. 4 2.0 P S F S E Q N - 31090 DRAWINGSAC E160 AR USS, ATHEUSEALSONTTHIS DRAWIINGIF OC TED INDICATESSACCCEPTANCEOSITION 01 PRIFLESIIONAOLRS PERENG INEERING �Q FD A C. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY iOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y{Y U R�i - - —— Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A pr �t g C I N G 24.0- FL Certificate oYAuthorizatiion#567 ANSI/TPI 1-1995 SECTION 2, 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 NO �-+ SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B E'+ BRACING GROUP SPECIES AND GRADES: . 1 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" I1' 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" 1 2 STANDARD 2 STUD 1 3" 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD 3 STANDARD SP #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" d #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 DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11" 3" 11' 3" 13' 9" 14' 0" 3 3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2'" sTANDaRD 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" H F STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: w Q STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 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 SP #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 CQ #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 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 1 LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" 2 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14" SPF F T #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" LJ STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" O HF STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 6" 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" d S P #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. #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' e" 14' 0" 14' 0" 14 0" 1 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 1 7' 9" 1 7' 9" 1 9' 3" 9' 9" 11 1" il' 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" SYMMOUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI'G PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (1) '1" BRACE: SPACE NAILS AT 2" O.C. T + IN 18" END ZONES AND 4" O.C. BETWEEN Z DIAGONAL BRACE OPTION: I ** ONES. VERTICAL LENGTH MAY BE 18" * FOR (2) "C' BRACES: SPACE NAILS AT 3" O.C. DOUBLED NHEN ENG DIAGONAL + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECTL 'L" BRACING MUST BE A MINIMUM OF 80% OF NEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB - ** TOTAL LENGTH is 14'. I GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD t VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2, H-F #2 18" * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + GREATER THAN 4' 0", BUT IN TABLE ABOVE. BRACE; SINGLE OR LESS THAN 11' 6" 2X4 DOUBLE CUT (AS SHOWN) GREATER THAN 11' 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, Wt. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ; DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •�'�.�F� DRWG A12015EC0901 HAVE A PROPERLY ATTACHED RIGID CEILING. t�•• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS —ENG DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 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 20GA �Q 1, STATE OF TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 7Fl��S ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER T/ '�. Ott�t�p.. —' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 'fit" '•1,E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Apt' O2. `Y�JR d }�, PACING 24.0' RESPONSIBILITY ❑F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 'T" GABLEDETAIL GABLE VERTICAL PLATE SIZES REINFORCING 2X4 MEMBER "T" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP, MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 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) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X4 LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2.6 40 7. 50 % 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 % 50 % Li H 100 MPH 2x4 10 7 10 7 Lti 15 FT 2.6 30 % 50 % 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 7. 40 7 90 MPH 2x4 20 % 10 7 + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2.6 20 7. 40 7. RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 7 AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % "„. 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 7. 40 7. MEMBER70 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 % 20 % GABLE TOENAILS A11015EN0699, A10015ENO699, A09015ENO699, A08015EN0699, A07015EN0699 30 FT 2x6 10 7. 30 7. TRUSS,-,, SPACED AT 4" O.C. A11030EN0699, A10030ENO699. A09030EN0699, 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, A12030ECO901, A11030ECO901, A1003OECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE _. VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 -WARNINGS 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 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL . HAVE A PROPERLY ATTACHED RIGID CEILING. •" S x*IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG GBLLETIN1001 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, * * —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE $TATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA �(i` ♦ ( TOT. LD. 60, PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �...�.H..' - POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ` .TR. F' C. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE APC 02 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE MAX SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 807 OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE ml BRACING, T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 807 OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 -WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, -_In LL PSF REF CLB SUBST, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, _AM �L. PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL , �F� ` DL PSF DRWG BRCLBSUB0699• • • HAVE A PROPERLY ATTACHED RIGID CEILING. V f_ ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, L PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH S APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICgTION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA7 &TATE OF �.D. PSF' ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��^_t QV_ FIC. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL '..,, . n ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ', AC1N G RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A. r 02 PIGGYBACK DETAIL WE DETAILS BEL" ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: NOTE: TOP CHORDS OF TRUSSES SUIlr,., 80 MPH WIND, 30,00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30,00 IT MEAN HGT, SBC, CAP TRUSSES MUST BE ADEQUATLY BRACED n. LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHtr,CAT 1, EXP 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- SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. 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 L P PER ENGINEER'S Ef INGINEER'S SEALED DESIGN DETAIL B -FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP I�V L 7xz I CHORD BRACING WITH (2) 1 Od COMMON (0.148"X3") NAILS AND 4'x/2 '\ r�� 4' SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) 2' ATTACHED WITH 10d COMMON NAILS AT 4' O.C. 2�, 2 FLAT TC BRACING PER ENGINEER'S SEALED DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED1 .3715" I3X8 TRULOX PLATES (EACH FACE) AT EACH END ANDPOINTS, DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF OA20" X 1.375" NAILS PER FACE. SEE DRAWING 16OTL 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) 0120" X 0.375` NAILS MINIMUM EACH FACE. An. 4 4) 8d COMMON NAILS (0.131"X2.5") t FLA 8" X 8- X 1/2` RATED SHEATHING GUSSETS (EACH T TC BRACING PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH (8) 8d COMMON NAILS PER GUSSET. (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC, THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 w#WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF PIGGYBACK INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE , 583 NGFRIO DR,. SUITE , MAWI, FOR SAFETY PRACTICES PRIOR TOINSTITUTEPERFORMINGD'OTHESE FUNCTIONS,200UNLESSDISON,OTHERWISE53719)INDICATED, .... DL PSF DATE 04/04/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RIGID *WIMPORTANTwo FURNISH AATTACHED CEILING.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DL PSF DRWG PIGBACKA0401 D E E NGINEERLD PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS INE DESIGNj ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, j. LL PSF —ENG DLJ/KAR HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEI 'WRICAN FOREST AND PAPER ASSOCIATION) AND TPI. At-PINE CONNECTORS ARE MADE OF 20GA STATE 019 LD. MAX 60 PSF GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF 40, SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER rivO ¢EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R. FAC, 1,15 "i ELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE "INT FOR ANY PARTICULAR BUILDING IS THE "R ANSI/IPI 1-1995 SECTION 2. ACING 24,0 TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL BOT 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. IF 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 �j2 OR BETTER WEB BRACING CHART AE E A E E WEB LENGTH REQUIRED BRACING A E E E A EE 0' TO 7'9" NO BRRACING 1x4 BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 807 LENGTH OF WEB 20 FLAT TOP CHORD MAX SPAN II MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB EITHER PLATE MEMBER. ATTACH WITH 16d NAILS AT 4" OC. OPTIONAL /tfj\, B /�C LOCATION IS SPLICE B ACCEPTABLE D B D—SPLICE C *PIGGYBACK SPECIAL PLATE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF — 2' C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH Typ. B (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND g SPACE 4' OC OR LESS. --------- --I r 1 C B �— �C o 0 0 0 0 B —TYP O o 0 0 0 0 2„ C o 0 0 0 0 12 * C 00 o 0 0 0 0 12 MAX 8 1/4" 'ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 Sc 847,045 ..WARNING- TRUSSE INSTALLING AND BRACINGEOUIRE REFER TOEME IB 91RL IN HANDLINGIINSTALLINGNDLING, SHIPPING,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, 5b PSF A2' DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ge �, FDRWG PIGBACKBO699 HAVE A PROPERLY ATTACHED RIGID CEILING. � F� 1.33 L)U13. FAC. +�■IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 'S0 PSI'.' AT ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, J 7 —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH *: : .`25 DUR. FAC. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE J AMERICAN FOREST AND PAPER ASSOCIATIDN) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA y ST QF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �jj � 47 PSF AT ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �'�.,�Rr..4' I.15 DVP. _FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE c PACING, 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A r 02 PAGE 1 ,pate: 04/03/2002 MANNING BUILDING SUPPLY LOG # : B0267A TRUSS DIVISION JOB # : JACKSONVILLE "4">alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: "Address : 2440 South Beach Parkway Address : LOT 18 HIDDDEN PARADISE Jacksonville Bch,FL. 32250 Designer: MST/KA -------------------------------------------------------------------------------- MR Qtyl Span I O.H. O.H.t Description -------------------------------------------------------------------------------- 1 11' 11" 2 ' 2 ' F1 4 11' 11" 2 ' 0 ' F2 1 11' 7"8 2 ' 0 ' F3 1 11' 7118 2 ' 0 ' F4 1 11' 7"8 0 ' 0 ' F5 1 16' 7"8 2 ' 0 ' G1 1 16' 3"8 2' 0 ' G2 1 16' 3"8 2 ' 0 ' G3 1 16' 3"8 2' 0 ' G4 1 14' 10" 13 2' 0 ' G5 1 12' 10" 13 2' 0 ' G6 1 11' 3"8 2' 0 ' G7 1 11' 3"8 2 ' 0 ' H1 1 11' 3"8 ' 2' 0 ' H2 6 1 ' 2 ' 0 ' 1 ' CJ 3L 3R 6 3 ' 2 ' 0 ' 3 ' CJ 3L 3R 4 5 ' 2 ' 0 ' 5 ' CJ 2NC 1L 1R 5 7 ' 2' 0 ' 7 ' EJ NC 2 7 ' 0"2 2 ' 91115 0 ' 5 ' HJ D45 1 9110"1 2 ' 9" 15 0 ' 7 ' HJ D45 ** Hardware Roof ** 6 A HUS26 1-ply Truss Hanger -------------------------------------------------------------------------------- 17 - Trusses 6 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 24 - Jacks 0 - # of Beams 0 - # of Rim Board .-------------------- 41 - Total Trusses 40 .. 6 . t, T N e»t,.e a»t,.e I w I 0o m I � Ti ------------- I j S»L.fi I I I I I I W I � I I I I I I I I I I I I C.. 9 . 6-- -+- -�- 8.. T . 9T (B0267A - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.04 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. 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 -2.16 to 54 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 124 PLF at 0.00 to 124 PLF at 11.92 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 11.92 to 54 PLF at 14.08 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -2.16 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 11.92 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 11.92 to 4 PLF at 14.08 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4(R) III W3X5 W3X5 8 F— W3X3 W3X3% 3-11-15 + W6X6 = 8 _j 5 W1.5X4 III W1.5X4 III 5+� W3X5 W3X5 + _7F17-7-0 + W3X8 W3X8 �2-0-0� L--2-0-0—J 5-11-8 SIF 5-11-8 J 5-11-8 T 5-11-8 11-11-0 Over 2 Supports R=1038 U=550 W=3.5" R=1038 U=550 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD __ 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAI-[iN6 AND T C L L 20.0 P S F R E F R151-52183 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS(-LAID \■ Q� INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y� IN• T C p L 7, P S F DATE 0 3/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r � W�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' /► **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALFINE ENGINEERED fC! B C D L 5.0 P S F D R W HCUSR151 02081111 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FII_URF TO '4,Z 104 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _•* BC ILL l O.O P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA_ DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE sTAI'E OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C0NNECTORt TO .�� A�L TOT.L D. 4 2.0 P S F S E O N - 3 12 0 1 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��/// yY{Q Rt,V_� V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINLERIN. ��"•"�� OUR.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A a r 0 SPACING S E E ABOVE FLCertifieateofAuthorization#567 ANSI/TPI 11995 SECTION 2. (B0267A - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.22 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. W4X4 8 8 4-4-2 W5X7(R) III 5 5 1 17-7-0 W2X4(Al) 5rr- W2X4(Al) L-2-0-0—J IQE 5-11-8 E _ 5-11- _1 f 5-11-8 5-11-8 11-11-0 Over 2 Supports R=635 U=425 W=3.5" R=486 U=245 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINL Af,D T C L L 20.0 P S F R E F R151-52184 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU°S PLATE ■� INSTITUTE, 503 D'ONOFRIO DR., SOITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PkI01, TY'., M• Ate►_ T C D L 7,0 P S F DATE 0 3/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ -'�y-�-j/_ STR UC TONAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ••ICwA* /► **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEEREo '77 P BC DL 5.0 P S F D R W HCUSRI5I 02081112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, IlJSTALLING AND �/'�42704 B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (N AT To NAI DESIGN ✓ � SPECIFICATION POBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFINE "' S CONNECTORS ARE MACE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A1'E OF TOT.L D. 4 2.0 P S F SEAN - 31203 EACH FACE OF TRUSS, AND UNLESS OTHER LOCATED ON THIS DESIGN, POSITION CONNECTORS PENS A� P DRAWINGS 160 A-U. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �R1�••�� D U R.FAC. 1.25 FR0M IC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 1111 �{` ` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A DS PAC I NG 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.90 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. DEFLECTION MEETS L/360 LIVE AND L/240 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 W4X4= W3X3 = CATALOG FOR PROPER APPLICATIONS. W1.5X4 8 F- 5-8-7 5-8-7 17-7-0 W3X8= W1.5X4 III W2X4(Al) LE-2-0-0---J I_ 8-0-0 _I, 3-7-8 J fE 11-7-8 Over 2 Supports J R=636 U=368 W=3.5" R=461 U=304 PLT TYP. Wave TPI-95 Design Criteria: TPI STS__ 19.5d FL/-/3Z-/-/R/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IKSTAL.ING AND T C L L 20.Q P S F R E F R151-52185 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP! (TkbSz PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFP TY PRACTICE;: PRIOR TO M� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.Q P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'�a'�F�•�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. LLPINE EL.G:NEE a[G ��;� B C D L 5.0 P S F D R W HCUSR151 02081113 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS De SIGN; ANY FAILURE TO tZ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPP[4;, INSTt.I L NG An"O i •42704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND5 (NATIONaL DLSIci y :1 B C L L 10.Q P S F H C E N G M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 7.L PINE 7� 7C CONNECTORS AAE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPY CONNEf,:ORS TO F TOT.L D. 4 2.0 P S F S E Q N - 31172 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNE��TOR.; PER pp DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFFESIONAL ENGINFERING Q R,�p ' D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANC US OF (HIo Ilalne5 City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ',ER A P r S PAC I N G 24.0- FL CatficateofAuthorization#567 ANS17TPI 11995 SECTION 2. (B0267A - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.57 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. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X5= W1.5X4 III NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 8 7-0-7 7-0-7 rql 17-7-0 W3X5= W3X3 W2X4(Al) L-2-0-0—J 1— 10-0-0 _I,1-7-8J FE 11-7-8 Over 2 Supports J IR=636 U=334 W=3.5" R=461 U=336 PLT TYP. Wave TPI-95 Design Criteria: TPI STn 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPP TNG, INSTALLING r.NU BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (',RU,, PLATE T C L L 20.0 P S F R E F R 1 5 1--52186 INSTITUTE, 583 D'ONOFft IO R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRAD, -'ELS "rRIOR TO IL PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPCRLY ATTACHED T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL!N6. •�••t ��.F _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN;ii'NEERLO `' BC DL 5.0 PSF DRW HCUSR151 02081114 PRODUCT S, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AIIY FAILURE TO j 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL`.U6 AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OFSi,N * j B C L L 10.0 P S F H C-ENG M N M/W P SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI ME _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTDI'S TO F TOT.L D. 42.0 P S F S E O N - 31174 EACH FACE OF TRUSS, AND UNLESS OTHERXI SE LOCATED ON THIS DESIGN, POSITION CONNECT C'aS fER P I� DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �QR,Oi OUR.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS HalneS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PLP A p r •ASE SPACING 2 4.0" FLCectificateofAuthorization#567 ANSI/TPI 11995 SECTION 2. (B0267A - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.17 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. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W 0 4= W1.5X4 III CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 8 6-9-9 6-9-9 17-7-0 W3X5= W3X3 W2X4(A1) L— 9-7-11 _1_1-11-13_1 FE 11-7-8 Over 2 Supports J IR=501 U=180 W=3.5" R=476 U=334 PLT TYP. Wave TPI-95 Design Criteria: TPI STD' _ 19.5d FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL 1;71–TND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU S$ PLATE TC LL 20.0 P S F R E F R151--52187 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES Pft IDR TO AL A� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVt PROPERLY ATIdC'dED �... '�/� TC DL 7.0 P S F DATE 03/22/02 SIR UTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 19 sIp BC DL 5.0 P S F D R W HCUSRI5I 02081115 PRODUCTS, INC. SHALL NOT BE RESPANI,ONSIBLE FOR ANY DEVIATION FROM THIS OF SIGH; ANY FAIL"E A L P I N E BRACBUILDINGH0 TRUSSES. CONHORMDESIGNICCNFORMSOWITHR F AAPPLICABLE PRODYISIONSSOFPNDSG(Nt.NIONALIDESIGN y 704 :l B C L L 10.0 P S F H C E N G M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP t, ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CGNNECTPIS 1� Zs STATE OF T 0 T.L D. 42.0 P S F S E Q N - 31176 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS IEP, 1L Jk DRAWINGS 166 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI!!E[R'NG O R�OM.�. D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITAB IL ITV AND USE OF 7.1 i' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r �•vAAr E S P A C I N G 2 4.0" FL Certificate of AuthofizAtion 4567 ANSI/TPI 1-1995 SECTION 2. (B0267A - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.57 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. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W3X5 = W1.5X4 III W 1.5 X 4 8 � (A) 5-0-7 5-0-7 17-7-0 W3X5 = W3X5 W3X5(B1) = W3X5 L-;;-2-0-0----J I 7-0-0 I 9-7-8 J 16-7-8 Over 2 Supports R=1382 U=757 W=3.5" R=1484 U=752 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST`"I NG 010 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R 1 5 1- -52188 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES 1RIOR TO M. PERFORMING THESE EDNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACAE4 TC DL 7.0 P S F DATE 0 3122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGINEERED ••'• r�. BC DL 5.0 P S F D R W HCUSR151 02081116 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IL URE `G ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INS, ANU 0�427G4 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '� _* B C L L 10.0 P S F H C-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP I'Xti _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONN[C7pRS TO A��F ` T 0 T.L D. 42.0 P S F S E 0 N - 31178 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN. S ! `/ DRAWINGS lE0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFES510NA1 FryGINrF I�1G %4 R'O`�� D U R.FAC. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Ti1S ��` Ilaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r {� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.23 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 #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7= W1.5X4 III NOTE: ni SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 (A) 8 F— W3 6-4-7 6-4-7 17-7-0 W3X5 = W3X3 W2X4(A1) L--2-0-0—J 9-0-0 I 7-3-8 J LE 16-3-8 Over 2 Supports J I R=827 U=469 W=3.5" R=662 U=403 PLT TYP. Wave TPI-95 Design Criteria: TPI STS 19.5d FL 3 R - Scale =.375" Ft. "WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, 'N STALLING ANO T C L L 20.0 P S F R E F R151--52189 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INST I TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED ((�� T C D L 7.0 P S F DATE 03122102 IN UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE FLING. t�'"'Y�.• "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE CNQtNEER[0 l�V t�:� BC DL 5.0 PSF DRW HCUSR151 02081117 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; AlY FAILURE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. 1NSTALI.I;'£. :.RD .�} * B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL eEFI[M SPECIFICATION PUBLISHED BY THE AM Eft[CAN FOREST AND PAPER ASSOCIATION) AND TPI. AL?INE NATE OF t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPL'i CONNECTORS TO t, TOT.L D. 4 2.0 P S F S E O N - 31182 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CJ NNEGI ?ER •,.,O R%9 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES1-.IONAI SNGINEERING ••' D U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Uy6 OF (h[' l E Haines CAY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, uER A p r ` SPACING 24.0" FL Certificate Ot AUt110I17HtlOn#567 ANS]/TPI 1-1995 SECTION 2. (B0267A - G3) 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. DEFLECTION MEETS L/360 LIVE AND L/240 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 W3X3 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. � 8 W3X5 W3X5 8 7-8-7 4-5-4 17-7-0 W1.5X4 III W3X8= W1.5X4 III W2X4(A1) L-2-0-0--j L. 11-2-5 _I, 5-1-2LeE _I 16-3-8 Over 2 Supports R=827 U=493 W=3.5" R=662 U=357 PLT TYP. Wave TPI-95 Design Criteria: TPI STS19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SH:PP!NG, TNSTA!_{-ING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI . (?%2055 PLATE T C L L 20.0 PSF R E F R151--52190 INSTITUTE, 5B3 D'ONOFR IO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO M. Ri- T C D L 7.0 P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHO0.D SHALL HAVE PRJPERC; ATTAC HFI -'y_�-j/_ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE'L ING r.' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CO NTRICTOR. ALPINE ENGINEERED lG .��r.�i\ BC DL 5.0 PSF DRW HCUSR151 02081118 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Dt SIGN; nNY FA[,! T. T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FAB R ICATING, HANDLING, SHIPPINti, TNS TkLL LNe AND o.42704 •i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Ot NOS (NATIONAL DESIGN 1 =1 U C L L 1 0.0 P S F H C E N G M N M/W P F SPECIFICATION PUDLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPIY f.ONNFCTURS TD ' 0F TOT.L D. 42.0 P S F S E 0 N - 31184 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNECTJRS PLR .r f OR,O DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FN:TNFFRI.G Pf v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHONN. HE SOI TABILITY AND Us Or T0;.; 1•.w..•`�� ` D U R.FAC C. 1.25 F R 0 M K A Haines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r SPACING 2 4-D" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. I (B0267A - G4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.97 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. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: W4X4 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 W3X5 W3X5 8 (- 7-10-0 4-5-4 3 91 17-7-0 Wl.5X4 III W3X8= W1.5X4 III W2X4(A1) L-2-0-0-;J 1 11-2-5 I 5-1-2 1 16-3-8 Over 2 Supports _I R=827 U=495 W=3.5" R=662 U=363 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.3125" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS'ALLII;G AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (1RUSS PLATE TC LL 20.0 P S F R E F R151-52191 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 PROPECLY A'Tfk' HED • TC DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' ••• ••• _IMP IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT UR. ALPINE ENGINEERED ( ��(�•:� BC DL 5.0 P S F D R W HCUSR151 02081119 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ",kY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 B C L L 10.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NALIONAL DESIGN j`k SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A',PT_NE pTE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONN ECTORS .o TOT.L D. 42.0 P S F S E O N - 31187 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A�� ` p DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESSIONAI ENGIgFIgIkGpQ�R\OM�� D U R.FAC 1 2 5 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q�� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, VE A N r S P ACI N G 2 4.0 FL Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A G5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.78 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- W4X4 8 W1.5X4 III W 3 X 5 8 r 7-5-9 5-4-6 101 A 17-7-0 W .5X4 III W3X8= W3X3 W2X4(Al) L-2-0-0-;r-J 1-1 5 L, 10-7-11 _I, _I, 3-1-13 _I �E 14-10-13 Over 2 Supports R=770 U=451 W=3.5" R=602 U=350 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD) 19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINYAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU$} PLATE ./. T C L L 20.0 P S F R E F R151--52192 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY iR ACTICLS PRIOR TO m PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`} I�� T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIdG. �T •4 F *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOIi. ALPIRE ENGINEERED ••i(J•• �� BC DL 5.0 PSF DRW HCUSRl51 02081120 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESI GN: ANY FAILO1E '0 �. 42704 ALPINE BUILD TIIE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1111 AL LIk ,.Nn BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDj (NfitOA'AL DESIGN =* BC LL 10.0 P S F HC E N G M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE ATE OF ' TOT.L D 42.0 P S F S E O N - 31190 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPIY CONNEC ORS'r0 •� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS E'EREO R�O?:�y►`� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROLISSIONAP ENGINEERING ~•••w..M• O U R.FAC. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT AB[L ITV AND USE OL TN— G ITuuleS Cit}',Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING 2 4.0" FL Certificate Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A G6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.11 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 L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= W3X3 W1.5X4 8 E- 6-1-9 6-1-9 17 7-0 W3X8 W2X4(A1) = W1.5X4 III �-- 2 0-0---j 1— 8-7-11 I 4-3-2 I fLE 12-10-13 Over 2 Supports R=688 U=390 W=3.5" R=517 U=336 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL 3 R - Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING .AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ?LATE ~^ TC LL 20.0 P S F R E F R151-52193 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 AIT'— T C D L 7.0 P S F DATE 0 3/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 1) CEILING. ••••••• '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V BC OL 5.0 P S F D R W HCUSR151 02081121 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY iAILURE TC 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINP, AND •4 4 A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS 'NAFIONA_ DESIGN /- * BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF TOT.L D. 42.0 P S F S E Q N - 31192 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNE%TORS TU EACH FACEOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIORS PLR DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •y D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r , SPACING 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A G7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.45 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 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= 8 F- 4-9-9 4-9-9 FzUI 17-7-0 W3X5 W2X4(A1) W1.5X4 III �-- 2-0-0---J 6-7-11 I 4-7-13 _I LE 11-3-8 Over 2 Supports R=622 U=380 W=3.5" R=447 U=280 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STDG_ ^^ 19.5d FL 3 R - Scale —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN$)ALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 1 5 1--52194 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO m 11 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATi2.CHED . T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• •.•�i► x*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i4 ••��.iA BC DL 5.0 PSF DRW HCUSR151 02D8II22 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL('Rt TO �/ ALPINE BUILD THE TRUSSES ]N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1N5?ALLI,YG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (f.AtIDNAL DESIGN f'^04 =1 8 C L L 10.0 P S F H C-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. A'PINF j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF TOT.L D. 42.0 P S F S E 0 N - 31194 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�.� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN(;I N;Eft ING �'••.O R� �/ D U R.FAC. 1.2 5 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE U( 'Ai$ tTH1IleS CltX 33844 COMPONENT FOR ANY PARTICULAR DOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING 2 4.D" FL Certificate ofAmhorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 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. #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4= W5X7 4=— W1.5X4 8 3-8-7 �17-7-0 W2X4(Al) III W2X4(A1) L-2 0-0--;;--j 5-0-0 I I-3-8 I 5-0-0 fE 11-3-8 Over 2 Supports R=841 U=489 W=3.5" R=690 U=360 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. TNSTAI^ING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (i!iUSS PLATE �• T C L L 20.0 P S F R E F R151-52195 INSTITUTE, 583 D'UNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAF:TY PRACTICES PRIOR TO T C D L 7.O P S F DATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPER4'r ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :,• ({� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v ��'� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DLSIGN; ANY FAI4I,RF Ti' �� BC DL 5.0 PSF DRW HCUSR151 02081123 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, GHiPPING, `NSTAL-1 NC NO _' 42704 ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N A'I IONAL DESIGN '* BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALr THE F S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONi1FCT0;:S ',0. 4j TOT.L D. 42.0 P S F S E Q N - 31196 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COM NEC TGR$ PER DRAWINGS 160 A-2. THE SEAL ON THIS OR AWING INDICATES OF OF PROFESSIONAL +Nf?NEERING < RIO' .•'• w D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMD USi tF T-'I:$ _fT Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 'pr SPACING SEE ABOVE . , 11 (B0267A - 112) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.12 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. W04 8 8 4-1-10 17-7-0 W1.5X4 III W2X4(Al) = W2X4(Al) L-2-0-0—� I 5-7-12 I 5-7-12 J 11-3-8 Over 2 Supports R=610 U=415 W=3.5" R=459 U=233 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN'oTA:.LING AND T C L L 20.0 P S F R E F R151-52196 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 PRACTTCEl PNIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY�;TIACHER T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '� •• � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IN Ikf ENED 9 B C D L 5.0 P S F D R W HCUSR151 02081124 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OM THIS DESIGN; ANY FA I�LRI. T�� {C ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INS iA 1NG AND 44744 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVIS10N5 OF NDS (NAT lot! DESIGN =1 BC LL 10.0 P S F HC-ENG M N M/W P P SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALF'.NL 77�� TOT.L D. 4 2.0 P S F S E O N - 31198 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ATE OF DRAWINGSAC E 160 AR Z.USSR ANDON U SEAL SO NTTHISI DRAW SE LO[NGT INDIICATESS ADCCEPTANCE OOFTP ROPE OSSIIONAOR ENGIPt RTERINC t•�� R,Q�•'��v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF I.11 �"•• D U R.FAC. 1.2 5 FROM I<A Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8[LITY OF THE BUILDING DESIGNER, Pw AD r A1.E1 SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A 1' CJ 3L 3R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.57 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. PRIVIDE (3) 16d TOE-NAILS AT TOP CHORD. PRIVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8 F 18-3-4 1-0-Y 1-0-7 _1+17-7-0 W2X4(A1) 0 0 —I—I o 12 L'__2 � 1-0-0 Over 3 Supports R=407 UU=554 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STS 19.5d FL 3 R - Scale =.5" Ft. '*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SH!PP iWr;. I1ST,qJ-1 7PLA BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED OY IF (li,USS TC L L 20.0 P S F R E F R 1 5 1--5 2 1 9 7 INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719). FOR SAF TY PRACTICES PRI �PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRJPERLY ATT ,.•;i�'• T C D L 7.0 P S F D A T E 0 3/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING j F **IMPORTANT'* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI-PINE ENGINEERED •O r(tV�� B C D L 5.0 P S F D R W HCUSR151 02081125 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; :.NY FAIE'1RF Ti 4 E-ZA L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIP PIWU, INSTA_LING IND BRACING OF TRUSSES. THIS OESIGN COWE0RMS WITH APPLICABLE PROVISIONS OF NDj (NATIONAL DESIGN B C L L 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANDTPI. ALPINE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, E%CEPT AS NOTED. APP1Y CONNECTOPS TO S s �' TOT.L D. 42.0 P S F S E A N - 31205 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT'RS PLRO RIP`' � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL fNGINELRI�':G I �wY1_� D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. HE SUITABILITY AND USF vF T`IIS �C Hames C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEV, Apr {, SPACING 2 4.0 FLCertlflCateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A - 3' CJ 3L 3R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.23 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=25 U=180 2g -4-7 2-4-7 17-7-0 8 R=28 U=180 W2X4(A1) —2-0-0 ;JE 3-0-12--� �-3-0-0 Over 3 Supports R=320 U=286 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL - 3 R - Scale "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI!,G AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TPUSS PLATE TC L L 20.0 P S F R E F R151 --52198 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY pR ACTICES PR I,-, TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAR.H.eC �� TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING .�'.'� **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFERFEI B C DL 5.0 P S F D R W HC USR151 02081126 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 7O :[j1 (P:� BUILD THE IRUSSES IN CONFORMANCE WITH TPI; OR fABN ICATI NG, HANDLING, SHIPPING, IN SI AL,'ING AND : / 4 ai ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATID`iAL OES[f,Y e 1 B C L L 1 .D P S F C-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PINI. 7f /� CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNiCIORS TD 1 ATE OF �� T 0 T.L D 42.0 P S F S E Q N - 31209 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t O Rat% DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~ D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. SU[iABILI.. AND USE OF THIS NA1.E1i1� Haines C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER n) FLCenificateofAuthomation#567 ANS17TP1 1-1995 SECTION 2. (B0267A 5' CJ 2NC 1L 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=98 U=180 8 3-8-7 3-8-7 17-7-0 R=65 U=180 W2X4(A1) L---2-0-0 �9-1E 5-0-12 J -5-0-0 Over 3 Supports R=378 U=264 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STS` _ 19.5d FL 3 R - Scale =.375" Ft. *'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTAL!.ING ANC BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T?I (TRUSS PLATE TC L L 20.0 P S F R E F R 1 5 1--52199 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTIQ, PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftD SHALL. HAVE PROPEN�Y ATTACH fid;`" T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /► *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE '{NGIMEWED; j(J ��0F� BC DL 5.0 PSF DRW HCUSR151 02081127 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING„ INST AL'ING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISIONG OF NOS (NATIF,4-'O:S'_G': 4 * BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND Tpi. ALPINE A1�OF r CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. A?rLY CONNF-.TORS TO j TOT.L D. 42.0 P S F S E O N - 31211 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT CRS PER •.»•Mfs � DRAW IN65 160 A-Z. NNE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFF SSIOI�AL E1:G INEERI NG R%Q D U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE of ;HI'- Hames CitY>FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP ONSI81LITY OF THE BUILOT NG DESIGNER, pE9 Ap FLCeitifiCateofAutlomat10I11{567 ANSI/TPI 1-1995 SECTION 2. (B0267A 7' EJ NC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.57 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. 22-3-4 R=157 U=188 8 F- 5-0-7 5-0-7 17-7-0 R=101 U=180 W2X4(Al) L-2-0-0 JE 7-0-12 J �7-0-0 Over 3 Supports R=451 U=268 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STDG_ 19.5d FL 3 R - Scale =.375" Ft. "WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IhSTALLINC AND T C L L 2 0.0 P S F R E F R 1 5 1- -52200 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS:i PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••�� F "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP[t:-E ENGINEERED rj BC DL 5.0 PSF DRW HCUSR151 02081128 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN,V FAILCRE TO { 0.42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPP,'NG, INSTALLINE ANO B C L L 1 0.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT IOF AL DESIGN S SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CDe:hECiQRS :^ TOT.LD. 42.0 P S F S E O N - 312-15 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS '.'ER �, h.�.0 R,4% DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EhG'NFFRING /j�Z�L D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 'JSE OF TH' LE Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE B0 LDING DESIGNER, CER Apr f• SPACING 2 4.O" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0267A - 5' HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.91 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. #1 HIP SUPPORTS 9-10-13 JACKS AT LEFT END AND 9-11-9 JACKS AT RIGHT END. JACKS HAVE NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=152 U=180 5.66 FT 1 — 3 8-2 3-8-2 0-4-7 17-7-0 R=187 U=180 W2X4(Al) �2-9-15 tiE 7-0-14 _I �7-0-2 Over 3 Supports R=628 U=188 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5d FL 3 R - Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-52201 8RACI NG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■/ INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICLS P?IOR TO IL PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ' .F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At.PIHE ENGINCERED 0%.�j BC DL 5.0 P S F D R W HCUSR151 02081129 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO t !)�42704 BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, ?NSTALLIN, IND 1 =* B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D[SI GN 7f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND TPI. AL LEI WE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CE PT AS NOTED. APPLY CONNE';TOR ;10 OF i TOT.L D. 42.0 P S F S E Q N - 31213 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR-� PER 01 R,O�•' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EtiGINEERING "•••«•+'� D U R.FAC. 1.2 5 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T18ll1eS City,Fz 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEN A p r r SPACING S E E ABOVE FT CertlfiCate of Authorization N 567 ANSI/TPI 1-1995 SECTION 2. (B0267A 7' HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.58 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. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 42 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 42 LBS. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 22-3-4 R=217 U=196 W 3 X 5 5.66 F_ 5-0-2 5-0-2 17-7-0 W1.5X4 III W3X3= R=374 U=180 W2X4(A1) L-2-9-15 _�E 9-10-13 _I fE 9-10-1 Over 3 Supports —� R=534 U=334 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) __- 19.5d FL 3 R - Scale *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, R:�T,A LL ING 1,ND *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP' (TRUSS I-ATE �, TC LL 20.0 P S F R E F R151--52202 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTNERW ISE INDICATED, TOP CHORD SHALL HA4E PROPER LY ATT ACN FJ y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, **IMPORTANT** FURNISH A COPY OF THIS DEST GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFERED f(/••t'H��p'�� BC DL 5.0 PSF DRW HCUSR151 D2D6113D PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FATI RE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN STALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIUN4L DESIGN * '* BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. PLPIhL CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECT�JRS TD S OF j�t T 0 T.L D. 42.0 P S F S E Q N - 31217 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER <O R�Op'� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENPINEERINfi Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIO I '''�•..••..-E111� D U R.FAC. 1.25 F R 0 M K A Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PF..R I Apr r. FL CertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE